Manual BLine Seismic Restraints

SYSTEMS THAT MAKE SENSE

SEISMIC RESTRAINTSMulti-Directional Bracing For Electrical Conduit,Cable Tray And Mechanical Piping Systems

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INTRODUCTION

What is Seismic Bracing?Seismic forces are exerted on a building and its contents during an earthquake. These forces acthorizontally upon the structure itself, as well as the piping, cable trays, ductwork, and other buildingsystems within. Typical supports for piping, trays, and other equipment are designed for the gravity,or vertical, loads but do not take into account the horizontal loading caused by earthquakes. Seismicrestraints (i.e. braces) resist the horizontal forces and keep the systems in place and secure. The mainpurpose of seismic bracing is safety- to minimize the loss of life due to an earthquake.

Seismic Bracing RequirementsThe rules and requirements for the seismic restraints are published in the model building codes: TheUniform Building Code (International Conference of Building Officials), National Building Code(Building Officials and Code Administrators) and the Standard Building Code (Southern Building CodeCongress International). Each code is similar in nature, and has a chapter on structural forces whichdefines the level of seismic force must be used in the design of seismic restraints.

The amount of seismic force (as determined by the building code) is given as a percent of thecomponents’ weight, or g-force. If the horizontal force is determined to be 50 percent of the pipingweight, for example, the seismic force is .5g.

The seismic "g-value" can vary greatly depending on the nature of the project. Critical buildings in ahigh seismic zone have larger g-value requirements than warehouses in zone 1. Factors that govern the seismic g-values used for design:

• Seismic Zone • Soil Type• Building Type • Distance from known faults• Elevation within building • Anchorage Type• System being braced

The design professional should use these factors and the applicable building code requirements todetermine the proper g-values to be used for the project.

While this manual has been developed under the requirements of the 2001 California Building Code,this manual may also be used under other building codes as the California Building Code requires morestringent seismic design criteria.

This brochure contains seismic bracing details that can be used for seismic bracing projects upto 1.0g (ASD) or 1.4g. The brace spacing charts, required details, and rod loads must be determinedfor the specific g-value for the project and shall be submitted to the engineer of record prior toconstruction. The determination of the seismic force level shall also be submitted to the engineer ofrecord and to OSHPD for hospital projects in the state of California prior to construction. However,the seismic force level need not be submitted to the engineer of record or OSHPD if included in theoriginal construction documents. This brochure contains charts for a variety of g values, howevercustom charts can be created to reflect different g-values as required for the project. Contact B-LineEngineering at 618-654-2184 with your requirements.

A copy of the complete Seismic Restraints Manual shall be on the jobsite for the duration of theproject.

INTRODUCTION

COOPER B-Line

Raafat S. AboulhosnStructural Engineer S 3913

509 West Monroe StreetHighland, Illinois 62249Phone: 618-654-2184Fax: 618-654-1917

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TABLE OF CONTENTS

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General Information & Notes ................................ 1 - 11

Single Pipe/Conduit Bracing Selection ....... 12 - 16

Trapeze Bracing Selection .................................... 17 - 20

Trapeze Members ........................................................ 21 - 22

Structural Attachment Selection ................................. 23Concrete .......................................................................... 24 - 33Wood ................................................................................. 34 - 37Steel .............................................................................................. 38

Hanger Rod Attachments &Approved Components ....................................................... 39

Concrete .......................................................................... 40 - 46Wood ............................................................................................ 47Steel ................................................................................... 48 - 56

Approved Components Rod Stiffeners ................................................................ 57 - 58Adjustable Hinge .......................................................... 59 - 60Hardware ......................................................................... 61 - 62

Pipe Hangers/Clamps .............................................. 63 - 71

Anchoring Components .......................................... 72 - 78

Metric Conversion Charts .................................. 79Seismic Map ....................................................... 80

Appendix 1Additional Support Spacing Charts ForSingle Pipe/Conduit Applications (.15g, .30g,.45g, .50g, .75g and 1.00g) ................... 82 - 106

Appendix 2Additional Support Spacing Charts ForTrapeze Applications (.15g, .30g, .45g, .50g,.75g and 1.00g) .................................. 108 - 145

Appendix 3Proof Test Instructions For ConcreteAnchors (IR26-6) ........................................... 146

Appendix 4Calculating Your Seismic Force Level .... 147 - 155

Appendix 5 (Beyond the scope of OSHPD)Additional Engineering Approvals ................... 156

**SRS2002-OSpg.ii-25 (11/02) N 1/3/03 4:35 PM Page 1

B-LINE SEISMIC RESTRAINT SYSTEMS are designed to resist seismic loading while minimizinginstallation time and providing superior performance. On the following pages, several methods of seismicbracing are illustrated. The choice of brace design should be governed by the system requirements and locationof supports.

Actual applications may vary and are not strictly limited to the combinations of fittings and supports shown.Any changes to the depicted designs should be in accordance with standard engineering practices and beapproved by OSHPD (California Office of Statewide Health Planning & Development) if necessary.

For additional information on hangers, channels, fittings, and hardware shown, see the latest B-Line StrutSystems Catalog or Pipe Hangers and Supports Catalog.

Seismic restraints are designed to resist the horizontal seismic force in two primary directions: Transverse(perpendicular) and Longitudinal (parallel) to the run. The braces are attached to the building with a structureattachment (for concrete, steel, wood, etc.) of various anchor sizes. Typically, the stronger the structureattachment, the greater the brace spacing allowed.

The following steps detail how to use the brochure:Step 1: Select the bracing details for single pipe hangers or trapeze supports.

Step 2: Obtain required force level (%g) from applicable code for local jurisdiction or from the structural engineer of record.

Example: 2001 California Building CodeAs defined in the 2001 California Building Code, Chapter 16A, Section 1632A, the seismic horizontalforce, Fp, may be calculated using the following formula:

Except that: Fp shall not be less than 0.7 Ca Ip Wp and need not be more than 4 Ca Ip Wp.

Where:

Fp = Seismic Force Level

ap = Amplification Factor (Table 16A-O)

Rp = Component Response Modification Factor (Table 16A-O)= 3.0 for electrical, mechanical and plumbing equipment and associated

conduit, ductwork and piping utilizing deeply embedded anchors. (Table 16A-O)= 1.5 for installations using concrete anchors with an embedment-to-diameter

ratio less than 8.i.e. a 1/2" diameter concrete anchor with an embedment of less than 4" inches.

GENERAL INFORMATION

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Fp = apCaIp (1 + 3 • hx )WpRp hr


Ip = Importance Factor (Table 16A-K)= 1.5 for Essential facilities such as Hospitals, Fire Stations, Police Stations,

Aviation Control Towers, etc. consult Table 16A-K in CBC for a detailed listing.= 1.0 for most other occupancies

Ca = Seismic Coefficient. This is a cumulation of several factors:Zone, Soil Properties, and distance from known fault. (Table 16A-I, Table 16A-J, Table 16A-Q, Table 16A-S, and Table 16A-U)

hx = Element or component attachment elevation with respect to grade. Note: hx shall not be taken less than 0.0

hr = Structure Roof Elevation with respect to grade.

Special Note: This manual is based on allowable stress design (ASD), where as the seismic force level(%g or Fp) for non-structural components provided in building codes are based on strength design. Foruse in this manual, the seismic force level (Fp) from the building code are converted to allowable stressdesign by dividing the result by 1.4.

Example: If the building code yields, (Fp) = 1.4g, this value is converted to allowable stress design (ASD)as used in this catalog as follows: Fp=1.4g/1.4=1.0 g

Strength Design to Allowable Stress Design Conversions

.21g from building code = .15g (ASD)




1.05g from building code = .75g (ASD)

1.40g from building code = 1.00g (ASD)

Example One, Deeply Embedded Anchors:

Cable tray system is suspended on the 1st floor of a 40-foot tall, 2-story surgical center in California.The cable tray is actually suspended from the bottom of the 2nd floor, which has an elevation of 20 feetabove grade. Location of the surgical center is in seismic zone 4 with a rock soil profile.

ap = 1.0 from Table 16A-O

GENERAL INFORMATION


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GENERAL INFORMATION

Ca = .40Na from Table 16A-Q, which is combination of Zone and Soil profileZone 4 = .40, from Table 16A-IRock Soil Profile = SB, from Table 16A-JSeismic Source Type = B, for faults other than Type A & C (Table 16A-U)Near Source Factor (Na) = 1.0, for 5 km from known seismic source (Table 16A-S)

Ip = 1.5 from Table 16A-K, Occupancies having surgery and emergency treatment areas.

Rp = 3.0 from Table 16A-O for deep embedded anchors

hx = 20 feet

hr = 40 feet

Check if value falls within limits:

Fp shall not be taken less than, 0.7CaIpWp = 0.7(.40)(1.5)Wp = .42g

Fp shall not be greater than, 4.0CaIpWp = 4.0(.40)(1.5)Wp = 2.4g

2.4g > .5 > 0.42g Therefore allowing the use of 0.50g

To convert this Fp from a strength design to an Allowable Stress Design (ASD) used in this catalogdivide by 1.4.

0.36g is the Allowable Stress Design Seismic Load Factor determined from 2001 CaliforniaBuilding Code.

Special Note: A table for .36g (ASD) is not available in this catalog. When seismic force levels (%g orFp) falls between catalog table values (i.e.: .15g, .3g, .45g, etc.) the seismic force level shall be roundedup to the next highest cataloged force level.

Example: If Fp = .36g (ASD), then use catalog tables for .45g (ASD).

Example Two, Shallow Embedded Anchors:

Special Note: Installations using concrete anchors installed with an embedment length-to-diameterratio of less than 8, also referred to as shallow embedment anchors, have an adjusted ComponentResponse Factor. The adjusted factor Rp = 1.5.

Fp = (1.0)(0.40(1.0))(1.5) (1 + 3 •20 )Wp = 0.50Wp = 0.50g

3.0 40

Fp = 0.50g = 0.36g (ASD)1.4

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GENERAL INFORMATION

Cable tray system is suspended on the 1st floor of a 40-foot tall, 2-story surgical center in California.The cable tray is actually suspended from the 2nd floor, which has an elevation of 20 feet abovegrade. Location of the surgical center is in seismic zone 4 with a rock soil profile, shallowembedment anchors are used for brace locations.

ap = 1.0 from Table 16A-O

Ca = .40Na from Table 16A-Q, which is combination of Zone and Soil profileZone 4 = .40 from Table 16A-IRock Soil Profile = SB from Table 16A-JSeismic Source Type = B for faults other than Type A & C (Table 16A-U)Near Source Factor (Na) = 1.0 for 5 km from known seismic source (Table 16A-S)

Ip = 1.5 from Table 16A-K, Occupancies having surgery and emergency treatment areas.

Rp = 1.5 adjusted for Shallow Embedment Anchors

hx = 20 feet

hr = 40 feet

Check if value falls within limits:Fp shall not be taken less than, 0.7CaIpWp = 0.7(.40)(1.5)Wp = .42g


2.4g > 1.0g > 0.42g Therefore allowing the use of 1.0g

To convert this Fp from a strength design to an Allowable Stress Design (ASD) used in this catalogdivide by 1.4.

0.71g is the Allowable Stress Design Seismic Load Factor determined from 2001 CaliforniaBuilding Code for shallow embedment anchors.

Special Note: A table for .71g (ASD) is not available in this catalog. When seismic force levels (%g orFp) falls between catalog table values (i.e.: .15g, .3g, .45g, etc.) the seismic force level shall be roundedup to the next highest cataloged force level.

Example: If Fp = .71g (ASD), then use catalog tables for .75g (ASD).

Note: For other Code examples see Appendix 4

Fp = apCaIp (1 + 3 •hx )Wp

Rp hr

Fp = (1.0)(0.40(1.0))(1.5) (1 + 3 • 20 )Wp = 1.0Wp = 1.0g1.5 40

Fp = 1.0g = 0.71g (ASD)1.4

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Step 3: With required force level (%g), obtain the transverse and longitudinal brace spacing from Appendix 1 (single pipe) or Appendix 2 (trapeze hanger). The following notes shall be followed:

a) Break the length of pipe into separate straight runs, which are considered to be a single straightsection between any bends in the pipe except where the bend is at an offset of less than themaximum offset length as defined below.

Note: The tabulated values represent pipe and tubing with moment and shear transfering joints.Therefore, for use of these tables pipes shall have welded, brazed, or UL Listed grooved joints. Pipe andtube sizes not listed above or joined as reqiuired shall be limited to a maximum offset length of 2 ft.

b) Brace each straight run in the transverse direction at both ends. Where several short runs occur,see note e) on the following page.

GENERAL INFORMATION

Nominal Max. Offset Length (ft)PipeSize 0.15g 0.3g 0.5g 0.75g 1.0g

5 4 4 4 4 36 6 6 6 6 58 10 10 10 9 710 10 10 10 10 9

Table 1 - Steel Pipe or Conduit

Nominal Max. Offset Length (ft)TubingSize 0.15g 0.3g 0.5g 0.75g 1.0g

12 4 4 4 4 4

Table 2 - Copper Tubing

Maximum Offset Length (ft.)

Straight Run

Transverse bracing at both ends of the pipe run

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c) Check the required spacing for transverse bracing (Appendixes 1 & 2) and compare it to thelength of the straight run. If the length of the straight run is greater than the allowable distancefor transverse bracing add transverse braces until the spacing does not exceed the allowabletransverse brace distance.

d) Each straight run must have at least one longitudinal brace. Add longitudinal braces so that thespacing does not exceed the allowable longitudinal brace spacing in Appendixes 1 & 2.

Note: A transverse brace may dually act as a longitudinal brace for an adjacent run when it islocated within 24” of the adjacent straight run. However, Appendixes 1 & 2 shall be reviewed touse the stronger of the longitudinal or transverse brace requirements, i.e. anchor and othercomponent sizes.

GENERAL INFORMATION

Additional Transverse Braces

Straight Run

Longitudinal Brace(Transverse brace for

the adjacent run)

Longitudinal Brace (Transverse bracefor the adjacent run)

Longitudinal Brace

24” (610mm) Max.

Straight Run

24” (610mm) Max.

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e) In many cases, several short runs occur one after the other. Based on previous requirements,each straight run requires a longitudinal brace when the adjacent short runs exceed the maximumoffset length (ft.). When the adjacent short runs do not exceed the maximum offset length (ft.) thelongitudinal braces can act as transverse braces as long as the allowable transverse brace spacing(Appendixes 1 & 2) is not exceeded.

In the following layout, transverse braces are used as longitudinal braces when the straight runsare less than the maximum offset length (ft.). When a straight run exceeds the maximum offsetlength (ft.) additional braces are required.

GENERAL INFORMATION

Multiple offsets can be treated as a single run when thetotal offset is less than the maximum offset length (ft.).

Plan or Elevation

First Transverse Brace

Two braces maybe required.

Straight runexceeding the

maximum offsetlength (ft.)

Short run lessthan the maximumoffset length (ft.)

Longitudinalbrace

Longitudinalbrace

Second Transverse Brace

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f) When a flexible connection or swing joint is used, such as at a pipe drop to mechanicalequipment, the pipe may cantilever at a length equal to or less than half the allowable transversebrace spacing (Appendixes 1 & 2). When greater than half the allowable transverse bracespacing, support to the floor is required as shown below.

GENERAL INFORMATION

Allowable Transverse Brace Spacing2

Transverse brace at theend of horizontal runStraight Run

Mechanical equipment.

Requires a flexible connection orswing joint between equipment.

If < 6 ft.Support to Floor

Is Required.

Step 4: Note the structure connection type (brace anchor requirements) from the Appendix, and select the brace anchorage detail to suit (pages 23 thru 38).

Step 5: Note the hanger rod load from the Appendix, and select a rod attachment to structure to suit (pages 39 thru 56).

Step 6: Check if rod stiffeners are required (pages 57 & 58) to prevent the hanger rod from buckling.

Seismic restraints may typically be omitted from the following installations:(Verify with structural engineer of record for site specific project.)

1. Fuel piping less than 1 inch (25 mm) inside diameter.

2. All other piping less than 21/2 inches (63 mm) inside diameter, except medical gas includingvacuum piping.

3. All piping suspended by individual hangers 12 inches (305 mm) or less in length from the top ofthe pipe to the bottom of the support for the hanger; where rod hangers are not subject tobending moments. (To eliminate bending moment flexible connections may be used such as theB752 on page 49 or B446 & B446C on page 56)

4. All electrical conduit less than 21/2 inches (63 mm) trade size.

5. All rectangular air handling ducts less than 6 sq. ft. (.56 m2) in cross sectional area.

6. All round air handling ducts less than 28 inches (711 mm) in diameter.

7. All ducts suspended by hangers 12 inches (305 mm) or less in length from the top of the duct tothe bottom of the support for the hanger; where rod hangers are not subject to bendingmoments. (To eliminate bending moment flexible connections may be used such as the B752 onpage 49 or B446 & B446C on page 56)

NOTE: Reference building code enforced by local authority havingjurisdiction for specific requirements.

Floor

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GENERAL NOTES FOR SEISMIC BRACING

A) The seismic restraint assemblies shown in this pre-approval document are designed to resistvertical loading simultaneously with seismic loading (transverse & longitudinal loading). Designrecommendations shown are for single standard weight steel pipes filled with water. Contentsother than water shall be evaluated by the user. Pipes of other approved materials shall besupported in accordance with their approved installation standards. Details not shown in thispre-approval shall be submitted to OSHPD for approval before installation if necessary.

B) This bracing system is limited to the pipe sizes and support details shown. Specialconsideration must be given for pipe material and connections, insulation, thermal movement,vibration, and building seismic joints.

C) Transverse and longitudinal braces shall be no more than 45° above or below the centerline ofthe pipe, duct, or tray.

D) All channel and pipe clamp nuts and bolts shall be tightened to the following torques:1/4"-20 to 6 ft.-lbs. (8 N•m)3/8"-16 to 19 ft.-lbs. (26 N•m)1/2"-13 to 50 ft.-lbs. (68 N•m)5/8"-11 to 65 ft.-lbs. (88 N•m)3/4"-10 to 75 ft.-lbs. (101 N•m)

E) The transverse and longitudinal bracing spacing listed in Appendix 1 & 2 is based on ductilepiping (steel, copper, etc.) with ductile connections (welded, brazed, etc.) and has the followinglimitations:

1) Transverse bracing shall not exceed 40’-0” (12.2 m). Longitudinal bracing shall not exceed 80’-0” (24.4 m).

2) Fuel piping shall have transverse bracing 20'-0" (6.1 m) o.c. maximum and longitudinal bracing 40'-0" (12.2 m) o.c. maximum.

3) Non-ductile piping, and piping with non-ductile connections shall have transversebracing 20'-0" (6.1 m) o.c. maximum and longitudinal bracing 40'-0" (12.2 m) o.c. maximum or 1/2 of the calculated brace spacing indicated in Appendix 1 or 2, whichever is more restrictive.

F) Transverse bracing for one pipe section may also act as longitudinal bracing for the pipesection connected to it, if the bracing is installed within 24 inches (609 mm) of the elbow or teeof similar size. Figures 2 and 4 do not serve as adequate longitudinal braces.


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G) Branch lines of a smaller diameter shall not be used to brace main lines.

H) Where rod stiffeners are required a minimum of two hanger rod stiffener assemblies shall beinstalled. (Part number SC-228 or SC-UB)

I) It is important to check anchorage details against the applicable building code requirements.Seismic design forces may increase substantially when anchors are considered “shallow”(embedded less than 8 times the anchor diameter).

J) When bracing trapeze type hangers, the bracing shall be attached directly to the trapeze hangerassembly and piping secured to the trapeze assembly with pipe straps.

K) A rigid piping system shall not be braced to different parts of a building that may responddifferently during an earthquake. Example: Solid concrete wall and a roof (metal deck filled withlightweight concrete). Special care should be taken to avoid bracing rigid pipe on both sides ofa building seismic joint without allowing for pipe and building movement.

L) The pre-approval document is based on British Units (Inches & Pounds) and values noted inparenthesis (Metric or S.I. Units) are equivalent values. In case of conflicts, British Units will bethe standards for evaluating the proper application of pre-approvals.

M) The designer of the structure shall determine the adequacy of the support structure to carry theload of the piping and equipment. Engineer of record for a site specific project shall verify thatthe structure can support the connection loads of the hanger rod and the bracing attachments.This pre-approval document is not intended for the seismic design of the piping itself. Thedynamic properties of the building structure and piping should be considered when selectingthe type of piping to be installed.

N) Seismic bracing shall not limit the expansion and contraction of the piping system. Alwaysconsider thermal movements when selecting brace locations and materials. The design forthermal movements is beyond the scope of OSHPD pre-approval.

P) No portion of this pre-approval shall be taken out of context and used in other systems,design or purpose.

Q) On transverse bracing, the pipe insulation material may be part of the brace assembly (i.e) inthe load path. In this case the insulating material shall be capable of withstanding the lateralforces without damage and shall include a pipe shield for hangers or a pipe saddle for rollers.For longitudinal bracing, clamping must be applied directly to the pipe with any insulationbeing installed directly over the hanger and brace assembly. In these applications themechanical engineer of record shall be contacted for insulating recommendations.


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The following B-Line channels may be used as brace members forFigures 1 - 11 using the following structure connection types:

*Slotted channel (SH) versions of all the above types may also be used for brace members.See page 21 for channel details.

**The Structure Connection Type is the brace anchorage requirement.See pages 23 - 38 for brace attachment details.

Note: Do not exceed the maximum brace length or maximum structure connection type for the channels listed.

Commentary:

Appendix 1 & 2 list the allowable structure connection type (I, II, III, IV, or V) for each brace spacing listed. Thestructure connection type limits the amount of axial load (in tension or compression) which is applied to thebrace member. The axial load is listed for each structure connection detail on pages 23 - 38, and is as follows:

Structure Connection Type Maximum Axial Load in Brace Member

I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 175 lbs. (0.78 kN)II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 300 lbs. (1.33 kN)III . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 450 lbs. (2.00 kN)IV . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 675 lbs. (3.00 kN)V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 975 lbs. (4.33 kN)

The B-Line channel brace member must have a capacity greater than the value listed in the above table for themaximum recommended brace length.

B-LINE CHANNEL BRACES

Maximum Maximum Channel Channel MaterialChannel Structure Brace Height Width ThicknessType* Connection LengthType** (m) (mm) (mm) (mm)

B54 IV 4’-10” (1.47) 13/16” (20.6) 1 5/8” (41.3) 14 Ga. (1.9)

B52 IV 4’-8” (1.42) 13/16” (20.6) 1 5/8” (41.3) 12 Ga. (2.6)

B42 V 5’-10” (1.78) 1” (25.4) 1 5/8” (41.3) 12 Ga. (2.6)

B32 V 8’-0” (2.44) 13/8” (34.9) 1 5/8” (41.3) 12 Ga. (2.6)

B24 IV 9’-7” (2.92) 15/8” (41.3) 1 5/8” (41.3) 14 Ga. (1.9)

B22 V 9’-5” (2.74) 15/8” (41.3) 1 5/8” (41.3) 12 Ga. (2.6)

B22A V 10’-10” (3.30) 31/4” (82.5) 1 5/8” (41.3) 12 Ga. (2.6)

B11 IV 11’-7” (3.53) 31/4” ( 82.5) 1 5/8” (41.3) 12 Ga. (2.6)

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Single Rod Hanger Pipe Bracing

1) Layout piping run and determine size and location of piping.

2) Select vertical supports (single rod pipe hangers).

a) Select type of hanger dependent on type of pipe, thermal expansion and contraction, etc.

b) Determine maximum spacing of hanger rods and minimum hanger rod diameter.(Appendix 1)

c) Select hanger rod connection to the structure based on structure type, rod size and hangerrod load from Appendix 1. Refer to section on hanger rod attachment for

details (pages 39 thru 56)

d) Engineer of record for a site specific project shall verify that the structure can supportthe connection loads.

3) Select lateral bracing (transverse and longitudinal bracing).

a) Select bracing details (transverse & longitudinal) from Figures 1 thru 8.

b) Determine maximum spacing for transverse and longitudinal braces. (Appendix 1)

c) Determine the type of structure connection required. (Appendix 1)Refer to section on structural attachments for connection details.

d) Determine if rod stiffener is required. (pages 57 & 58)

e) Engineer of record for a site specific project shall verify that the structure can supportthe connection loads.

4) Review the design and revise layout where loads exceed the limitations of the hanger rods,hangers or connection details.

SINGLE PIPE/CONDUIT BRACING

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SINGLE PIPE BRACINGCLEVIS HANGER TRANSVERSE BRACING (Figure 1)

Adjustable PipePipe Size Clevis Hanger Hinge Sleeve

in. (mm) Part No. Part No. Part No.*1/2" (15) B3100-1/2 N/A N/A3/4" (20) B3100-3/4 N/A N/A

1" (25) B3100-1 B335-2-3/8 B3100PS-1

11/4" (32) B3100-11/4 B335-2-3/8 B3100PS-11/4

11/2" (40) B3100-11/2 B335-2-3/8 B3100PS-11/2

2" (50) B3100-2 B335-2-3/8 B3100PS-2

21/2" (65) B3100-21/2 B335-2-3/8 B3100PS-21/2

3" (80) B3100-3 B335-2-3/8 B3100PS-3

31/2" (90) B3100-31/2 B335-2-3/8 B3100PS-31/2

4" (100) B3100-4 B335-2-3/8 B3100PS-4

5" (125) B3100-5 B335-2-1/2 B3100PS-5

6" (150) B3100-6 B335-2-1/2 B3100PS-6

8" (200) B3100-8 B335-2-5/8 B3100PS-8

10" (250) B3100-10 B335-2-3/4 B3100PS-10

12" (300) B3100-12 B335-2-3/4 B3100PS-12

Pipe sleeve required over cross bolt of Clevis Hanger when using the brace connection shown above (Figure 1). Pipe sleeve is not required when clevis hanger is used in conjunction with the bracing shown in Figure 5 - page 15.Refer to Note Q) on page 10 for installations requiring insulated pipe.

Notes:

* Not included when ordering standard B3100 Series Clevis Hanger.

"J" HANGER TRANSVERSE BRACING (Figure 2)

AdjustablePipe Size "J" Hanger Hingein. (mm) Part No. Part No.

1/2" (15) B3690-1/2 N/A3/4" (20) B3690-3/4 N/A

1" (25) B3690-1 B335-2-3/8

11/4" (32) B3690-11/4 B335-2-3/8

11/2" (40) B3690-11/2 B335-2-3/8

2" (50) B3690-2 B335-2-3/8

21/2" (65) B3690-21/2 B335-2-1/2

3" (80) B3690-3 B335-2-1/2

31/2" (90) B3690-31/2 B335-2-1/2

4" (100) B3690-4 B335-2-1/2

5" (125) B3690-5 B335-2-1/2

6" (150) B3690-6 B335-2-1/2

8" (200) B3690-8 B335-2-1/2

B3100 Series Clevis Hanger(See Page 63)

B335-2-Bolt SizeAdjustable Hinge

(See Page 59)

B3100PS Pipe Sleeve

Rod Stiffener(See Pages 57 & 58)

ATRAll Threaded Rod

(See Page 57 forminimum diameter)

B-Line ChannelTransverse Brace

(See page 11)

1 (Min.)

1

B3690 Series'J' Hanger(See Page 64)

ATRAll Threaded Rod


Rod StiffenerMay Be Required(See Pages 57 & 58) 1 Min.

1


(See Page 59)


(See page 11)

Refer to Note Q) on page 10 for installations requiring insulated pipe.Note:

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SINGLE PIPE BRACING

PIPE ROLLER TRANSVERSE BRACING (Figure 4)

AdjustablePipe Size Pipe Roller Hingein. (mm) Part No. Part No.

21/2" (65) B3110-21/2 B335-2-1/2

3" (80) B3110-3 B335-2-1/2

31/2" (90) B3110-21/2 B335-2-1/2

4" (100) B3110-4 B335-2-1/2

5" (125) B3110-5 B335-2-5/8

6" (150) B3110-6 B335-2-3/4

PIPE CLAMP TRANSVERSE BRACING (Figure 3)

AdjustablePipe Size Pipe Clamp * Hingein. (mm) Part No. Part No.

11/2" (40) B3144-11/2 B335-2-1/2

2" (50) B3144-2 B335-2-1/2

21/2" (65) B3144-21/2 B335-2-1/2

3" (80) B3144-3 B335-2-1/2

4" (100) B3144-4 B335-2-5/8

5" (125) B3144-5 B335-2-5/8

6" (150) B3144-6 B335-2-3/4

8" (200) B3144-8 B335-2-3/4

10" (250) B3144-10 B335-2-3/4

12" (300) B3144-12 B335-2-3/4

B3144 SeriesDouble Bolt Pipe Clamp

(See Page 65)


(See Page 59)

ATRAll Threaded Rod

(See Page 57)

Rod StiffenerMay Be Required(See Pages 57 & 58)

B3200 SeriesWeldless Eye Nut

1 (Min.)

1

B3110 SeriesAdjustable Steel Yoke Pipe Roll

(See Page 66)

ATRAll Threaded Rod



1 (Min.)

1


(See Page 59)


(See page 11)


(See page 11)

* See note D) on page 9 for clamp torque values. Refer to Note Q) on page 10 for installations requiring insulated pipe.Note:

Refer to Note Q) on page 10 for installations requiring insulated pipe.Note:

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SINGLE PIPE BRACING

LONGITUDINAL BRACING (Figure 6)

Notes: Install brace within 4" (101mm) of hanger.Refer to Note Q) on page 10 for installations requiring insulated pipe.

TRANSVERSE BRACING (Figure 5)

Channel Nuts & Bolts Not Included (See Pages 61 & 62)

Notes: Install brace within 4" (101mm) of hanger. (Hanger not shown for clarity. See Figure 6 below)Refer to Note Q) on page 10 for installations requiring insulated pipe

B2400 SeriesPipe Strap(See Page 71)

B335V-Bolt SizeAdjustable Half Hinge

(See Page 59)

B3140 Pipe Clampor B3373 Riser Clamp

Series (See Pages 67 & 69)

PipeHanger

orSupport

Rod Stiffener May Be Required(See Pages 63 & 64)

1 (Min.)

1

Pipe Adjustable Riser AdjustablePipe Size Clamp* Half Hinge Clamp * Half Hinge

in. (mm) Part No. Part No. Part No. Part No.

1" (25) B3140-1 B335V-1/2 B3373-1 B335V-1/2

11/4" (32) B3140-11/4 B335V-1/2 B3373-11/4 B335V-1/2

11/2" (40) B3140-11/2 B335V-1/2 B3373-11/2 B335V-1/2

2" (50) B3140-2 B335V-1/2 B3373-2 B335V-1/2

21/2" (65) B3140-21/2 B335V-1/2 B3373-21/2 B335V-1/2

3" (80) B3140-3 B335V-1/2 B3373-3 B335V-1/2

31/2" (90) B3140-31/2 B335V-1/2 B3373-31/2 B335V-1/2

4" (100) B3140-4 B335V-5/8 B3373-4 B335V-1/2

5" (125) B3140-5 B335V-5/8 B3373-5 B335V-1/2

6" (150) B3140-6 B335V-3/4 B3373-6 B335V-1/2

8" (200) B3140-8 B335V-3/4 B3373-8 B335V-5/8

10" (250) -- -- B3373-10 B335V-5/8

12" (300) -- -- B3373-12 B335V-5/8

4” max.(101mm)


(See page 11)

B-Line ChannelLongitudinal Brace

(See page 11)

* See note D) on page 9 for clamp torque values.

3” min.(76mm)

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SINGLE PIPE BRACING - COPPER TUBING

LONGITUDINAL BRACING (Figure 8)

Note: Install brace within 4" (101mm) of hanger.Refer to Note Q) on page 10 for installations requiring insulated pipe.

Copper Riser AdjustableTubing Size Clamp * Half Hingein. (mm) Part No. Part No.

1" (25) B3373CT-1 B335V-1/2

11/4" (32) B3373CT-11/4 B335V-1/2

11/2" (40) B3373CT-11/2 B335V-1/2

2" (50) B3373CT-2 B335V-1/2

21/2" (65) B3373CT-21/2 B335V-1/2

3" (80) B3373CT-3 B335V-1/2

31/2" (90) B3373CT-31/2 B335V-1/2

4" (100) B3373CT-4 B335V-1/2

CLEVIS HANGER TRANSVERSE BRACING (Figure 7)

Copper Adjustable PipeTubing Size Clevis Hanger Hinge Sleeve

in. (mm) Part No. Part No. Part No.*1/2" (15) B3104CT-1/2 N/A N/A3/4" (20) B3104CT-3/4 N/A N/A

1" (25) B3104CT-1 B335-2-3/8 B3104CTPS-1

11/4" (32) B3104CT-11/4 B335-2-3/8 B3104CTPS-11/4

11/2" (40) B3104CT-11/2 B335-2-3/8 B3104CTPS-11/2

2" (50) B3104CT-2 B335-2-3/8 B3104CTPS-2

21/2" (65) B3104CT-21/2 B335-2-3/8 B3104CTPS-21/2

3" (80) B3104CT-3 B335-2-3/8 B3104CTPS-3

31/2" (90) B3104CT-31/2 B335-2-3/8 B3104CTPS-31/2

4" (100) B3104CT-4 B335-2-3/8 B3104CTPS-4

Pipe sleeve required over cross bolt of Clevis Hanger when using the brace connection shown above (Figure 7). Refer to Note Q) on page 10 for installations requiring insulated pipe.

Notes:

* Not included when ordering standard B3104CT Series Clevis Hanger.B3104CT Series Clevis Hanger

(See Page 68)

B335-2-Bolt Size Adjustable Hinge(See Page 59)

B3104CTPS Pipe Sleeve


ATRAll Threaded Rod


1 (Min.)

1

B335V-Bolt SizeAdjustable Half Hinge

(See Page 59)

B3373CTRiser Clamp Series

(See Page 69)

Pipe Hanger or Support

Rod Stiffener May Be Required(See Pages 57 & 58)

4” max.(101mm)


(See page 11)


(See page 11)

* See note D) on page 9 for clamp torque values.

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TRAPEZE BRACING

Trapeze Assembly Bracing

1). Layout piping and/or conduit runs and determine number, size and location of items to be supported bythe trapeze

2). Determine trapeze support spacing (LT). This is usually determined by the maximum support spacing ofthe smallest pipe or conduit on the trapeze.

3). Select trapeze supports.

a). Determine the total vertical load (TL) for each trapeze.

TL = LT x WT

TL = Total vertical load for each trapeze support (lbs.)

LT = Trapeze support spacing (ft.)

WT = Weight of all piping, cable tray, ductwork, conduit, etc. in lbs./ft. supported by the trapeze

b). Determine length of trapeze, making sure sufficient length is added to attach the all threaded rod and bracing attachments. All channel nuts shall be fully engaged within strut.(13/16” (20mm) minimum distance from edge of strut to center line of bolt.)

c). Select type of trapeze member (B22, B22AMIG, etc.) by selecting a member with loading greater than the total load (TL). See Table 4 on page 22 for strut loading data, noting that the trapeze beam span is the distance between the hanger rods. Also determine whether the applied load is uniform or concentrated, and follow notes on page 22 accordingly. Variations in pipe sizes (simular to concentratedload assembly on page 22) shall be treated as a concentrated load, where as same sized pipes evenly distributed across the span (similar to uniform load assembly on page 22) may be treated as a uniform load. Uniform loads on page 22 are converted to a concentrated load by a 50% reduction. Do not exceed the beam span length given by Table 4A on page 22, which limits overloading due to longitudinal seismic force.

d). Determine hanger rod size from Appendix 2 based on total weight (WT) and trapeze support spacing (LT). Rod sizes are given for trapeze supports with braces attached and unbraced trapezes.

e). Select a hanger rod connection to structure (pages 39 thru 56) that is greater than the hanger rod loads listed in Appendix 2.

4). Select transverse and longitudinal bracing.

a). Select bracing detail from Figures 9 - 11.

b). Determine spacing of transverse / longitudinal bracing from Appendix 2 based on total weight (Wt) and the trapeze support span (Lt). Note the corresponding structure attachment type (Roman numeral I - V) for each possible brace interval. When supporting multiple pipe sizes, do not exceed the maximum spacing for the smallest pipe as given in Appendix 1. Verify that the specific forces do not exceed the capacity of the pipe clamps on pages 70 & 71.

c). Determine if rod stiffener is required (pages 57 & 58).

d). Engineer of record for a site specific project shall verify that the structure can support the connection loads.

5). Review the design and revise layout where loads exceed the limitations of the hanger rods, strut trapeze supports, or connection details.

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TRAPEZE BRACINGTRAPEZE TRANSVERSE AND LONGITUDINAL BRACING (Figure 9)

B335-2-1/2 Adjustable HingeLongitudinal Brace

(See Page 59)

B335-2-1/2 Adjustable HingeTransverse Brace

(See Page 59)

B-Line Channel - Size as Required(See Page 22 - Table 4 & 4A For

Channel Load Data)

ATRAll Threaded Rod

(See Page 57)


(See Page 59)

B2000 SeriesPipe Straps(See Page 70)See Note 3b

on page 17

Hex Nut &Square Washer

(See Page 62)


B2400Series

Pipe Straps(See Page 71)

1

1 (Min.)

Notes:

1). B335-2 adjustable hinges for longitudinal braces may be attached on either side adjacentto the all thread rod, or attached to the all thread rod itself.

2). B335-2 adjustable hinges for transverse braces may be attached to the all thread rod.

3). Two B335-2 adjustable hinges may be attached to the strut trapeze using the same boltor all thread rod.

4). It is not necessary to install both transverse braces and longitudinal braces on the same trapeze support. Either set of braces may be removed to form a longitudinal brace only or a transversebrace only if desired.

5). Longitudinal braces, when needed, must be installed at both ends of trapeze.

6). The equipment shown on this trapeze support is generic in nature. Any number of pipes, conduits, ductwork or cable tray may be supported following the system weight and support spans listed in Appendix 2 - Table 1.

7). Torque all nuts per Note D, page 9.

8). Refer to note Q, page 10 for installations requiring insulated pipe.


(See page 11)B-Line Channel

Transverse Brace(See page 11)


(See page 11)

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(See Page 59)

B335-2-1/2 Adjustable HingeTransverse Brace

(See Page 59)

B-Line Channel - Size as Required(See Page 22 - Table 4 & 4A For

Channel Load Data)

ATRAll Threaded Rod

(See Page 57)


(See Page 59)

B2000 Series Pipe Straps(See Page 70)


(See Page 62)


B2400 SeriesPipe Straps(See Page 71)

Cable Tray

1

1 (Min.)

Notes:









See Note 3bon page 17


(See page 11)


(See page 11)


(See page 11)

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(See Page 59)

B-Line Channel -Size as Required

(See Page 22 -Table 4 & 4A For

Channel Load Data)

ATRAll Threaded Rod

(See Page 57)

B2000 SeriesPipe Straps(See Page 70)


(See Page 62)

Rod Stiffener(See Pages 57 & 58) B2400

SeriesPipe Straps(See Page 71)

1

1 (Min.)

Notes:









See Note 3bon page 17


(See page 11)


(See page 11)

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APPROVED COMPONENTS

SECTION PROPERTIES X -X Axis Y - Y Axis

Areas of Moment of Section Radius of Moment of Section Radius ofChannel Weight Section Inertia (I) Modulus (S) Gyration (R) Inertia (I) Modulus (S) Gyration (R)

lbs./ft. kg/m in.2 (cm2) in.4 (cm4) in.3 (cm3) in. (cm) in.4 (cm4) in.3 (cm3) in. (cm)

B54 1.01 (1.51) .299 (1.93) .0263 (1.09) .0560 (0.92) .297 (0.75) .1106 (4.60) .1361 (2.23) .608 (1.55)B52 1.31 (1.95) .386 (2.49) .0320 (1.33) .0673 (1.10) .288 (0.73) .1404 (5.84) .1728 (2.83) .603 (1.53)B42 1.47 (2.18) .432 (2.79) .0554 (2.31) .0968 (1.59) .358 (0.91) .1645 (6.85) .2025 (3.32) .617 (1.57)B32 1.73 (2.58) .510 (3.29) .1252 (5.21) .1626 (2.67) .496 (1.26) .2098 (8.73) .2582 (4.23) .642 (1.63)B24 1.44 (2.15) .424 (2.74) .1494 (6.22) .1670 (2.74) .594 (1.51) .1857 (7.73) .2286 (3.75) .662 (1.68)B22 1.90 (2.83) .559 (3.61) .1850 (7.70) .2042 (3.34) .580 (1.47) .2340 (9.74) .2880 (4.72) .653 (1.66)

B22A 3.80 (5.65) 1.118 (7.21) .9379 (39.04) .5772 (9.46) .924 (2.34) .4681 (19.48) .5761 (9.44) .653 (1.66)

B12 2.47 (3.67) .727 (4.69) .5203 (21.65) .3927 (6.43) .852 (2.16) .3306 (13.76) .4068 (6.66) .679 (1.72)B12A 4.94 (7.35) 1.453 (9.37) 2.8132 (117.09) 1.1541 (18.91) 1.402 (3.56) .6611 (27.52) .8137 (13.33) .679 (1.72)

B11 3.05 (4.54) .897 (5.79) 1.0917 (45.44) .6278 (10.29) 1.112 (2.82) .4271 (17.78) .5256 (8.61) .696 (1.77)B11A 6.10 (9.08) 1.794 (11.59) 6.2139 (258.64) 1.9120 (31.33) 1.876 (4.76) .8542 (35.55) 1.0513 (17.23) .696 (1.77)

Calculations of section properties are based on metal thicknesses as determined by the AISI Cold-Formed Steel Design Manual.For channel loading see page 22.

Notes:Standard Lengths: 10 ft. (3.05 m)

& 20 ft. (6.09 m)

Finishes: Plain, Dura-GreenEpoxy, and Pre-Galvanized

Single Channel

Height DimensionsB_ _SH

9/16" (14mm) x 7/8" (22mm) slots 2" (51mm) on centers.

1" (25mm) from end of channel to center of first slot.

B_ _SHA

9/16" (14mm) x 7/8" (22mm) slots 2" (51mm) on centers.1" (25mm) from end of channel to center of first slot. All B12SHA & B11SHA channels are mig welded.

Seismic Approvals: Trapeze Hanger, Longitudinal Brace, Transverse Brace, Threaded Stiffener

Channel ‘H’ ‘Hx”in. (mm) in. (mm)

B54 13/16” (20) 0.3422 (8.7)

B52 13/16” (20) 0.3366 (8.5)

B42 1” (25) 0.4226 (10.7)

B32 13/8” (35) 0.6052 (15.4)

B24 15/8” (41) 0.7304 (18.5)

B22 15/8” (41) 0.7189 (18.2)

B22A 31/4” (82) 1.6250 (41.3)

B12 27/16” (62) 1.1127 (28.2)

B12A 47/8” (124) 2.4375 (61.9)

B11 31/4” (82) 1.5112 (38.4)

B11A 61/2” (165) 3.2500 (82.5)

Table 3

X

Y

13/16"(20mm)

‘Hx’

15/8"(41mm)

‘H’X

Y

15/8"(41mm)

3/8"(9mm)

9/32"(7mm)

‘Hx’

13/16"(20mm)

‘H’

3/8"(9mm)

7/8"(22mm)

Y

XX

Y

“A” Channel

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TRAPEZE BRACINGTypical Trapeze

ATR

B-Line Channel(See below)

Beam Span (BS)

Uniform Load Concentrated Load

Channel Type & Uniform Beam Load Rating

Beam Span B22SH B22 B22A B12 B12A* B11 B11A*(BS)

in. (mm) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN)

12" (305) 2553 (11.35) 2837 (12.62) 8165 (36.32) 5498 (24.45) 3259 (14.49) 4395 (19.54) 4309 (19.16)

24" (610) 1276 (5.68) 1418 (6.31) 4083 (18.16) 2750 (12.23) 3259 (14.49) 4395 (19.54) 4309 (19.16)

36" (914) 851 (3.78) 946 (4.21) 2722 (12.11) 1833 (8.15) 3259 (14.49) 2930 (13.03) 4309 (19.16)

48" (1219) 638 (2.84) 709 (3.15) 2042 (9.08) 1374 (6.11) 3259 (14.49) 2197 (9.77) 4309 (19.16)

60" (1524) 511 (2.27) 568 (2.52) 1633 (7.26) 1100 (4.89) 3231 (14.37) 1758 (7.82) 4309 (19.16)

72" (1829) 426 (1.89) 473 (2.10) 1361 (6.05) 916 (4.07) 2693 (11.98) 1465 (6.51) 4309 (19.16)

84" (2133) 365 (1.62) 405 (1.80) 1167 (5.19) 785 (3.49) 2308 (10.26) 1256 (5.58) 3824 (17.01)

96" (2438) 319 (1.42) 354 (1.57) 1021 (4.54) 687 (3.05) 2019 (8.98) 1011 (4.49) 3346 (14.88)

108" (2743) 284 (1.26) 315 (1.40) 908 (4.04) 611 (2.72) 1795 (7.98) 977 (4.34) 2974 (13.23)

120" (3048) 255 (1.13) 283 (1.26) 817 (3.63) 550 (2.44) 1616 (7.19) 879 (3.91) 2677 (11.91)

Table 4

Table 4A

Structure Channel type and maximum beam span forConnection longitudinal beam loading

Type B22SH B22 B22A B12 B12A* B11 B11A*in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm)

I 176 (4470) 196 (4978) 391 (9931) 276 (7010) 552 (14021) 357 (9068) 714 (18135)

II 103 (2616) 114 (2895) 228 (5791) 161 (4089) 322 (8179) 208 (5283) 416 (10566)

III 68 (1727) 76 (1930) 152 (3861) 107 (2718) 215 (5461) 139 (3530) 278 (7061)

IV 46 (1168) 51 (1295) 101 (2565) 72 (1829) 143 (3632) 93 (2362) 185 (4699)

V 32 (813) 35 (889) 70 (1778) 50 (1270) 99 (2514) 64 (1625) 128 (3251)

• Loads shown in chart have a safety factor of 2.• Based on uniformly loaded simple span with adequate lateral bracing using an allowable stress of 21,000 psi (144.7 MPa).• To determine concentrated load capacity at mid-span, multiply the uniform load by 0.5.• Refer to note 3c) on page 17 for uniform and concentrated load requirements.• Use 90% of the solid channel loads for corresponding SH and SHA channels.• Refer to note Q) on page 10 for installations requiring insulated pipe.* These back to back channels are mig welded.

ATR

Beam Span (BS)

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Brace Structural Attachment Selection Procedure1) Determine structure to be attached to from the following:

A) ConcreteB) Wood BeamC) Structural Steel

2) Reference structure connection type from Appendix 1 & 2.

3) Choose appropriate structural detail that meets structure connection type. (I, II, III, IV or V) pages 24thru 38.

4) Determine anchor size. On concrete structure attachments, calculate minimum embedment and minimumdistance between anchors.

General Notes For Concrete Attachments1) The “minimum embedment” values given on pages 24 - 30 provide the anchor capacity to reach the

design loads shown, but may be considered by the 1997 UBC to be “shallow” anchors (embedment lessthat 8 times the anchor diameter). Using “shallow” anchors may increase the design seismic force,depending on the building code used. As an alternative, consider using the following values to avoid“shallow anchor” issues:

Anchor Bolt Dia.“8x” Embedment3/8” 3” (76mm)1/2” 4” (101mm)5/8” 5” (127mm)3/4” 6” (152mm)

2) Size and number of expansion anchors is based on "without special inspection" values given in ICBO(International Conference of Building Officials) Report No. 4627 dated February 1, 2001, Hilti Kwik Bolt- II Carbon Steel Allowable Tension and Shear Values.

3) Other anchors may be used providing they are listed in an ICBO ES Evaluation Report, which was testedin accordance with AC01, including the seismic qualification tests of AC01 Section 5.6. These valuesmust meet or exceed the values provided in ICBO Report No. 4627, and must be approved by thestructural engineer of record. OSHPD change order is required for California hospitals.

4) For California Essential Facilities, 50% of the expansion type anchor (alternate anchors in a group) shallbe proof tested per Appendix 3. Other projects may have similar requirements, check local codes andordinances.

5) Cast in place concrete anchors require special inspection as indicated in the building code for the localjurisdiction.

6) When slab thickness is less than the minimum allowable, but in excess of the minimum anchorembedment, a thru bolt approach may be used if approved by the site engineer.

7) When installing drill-in anchors in existing non-prestressed reinforced concrete, use care and caution toavoid cutting or damaging the existing reinforcing bars. When installing them into existing prestressedconcrete (pre-or post-tensioned), locate the prestressed tendons by using a non-destructive method priorto installation. Exercise extreme care and caution to avoid cutting or damaging the tendons duringinstallation. Maintain a minimum clearance of 1 inch (25mm) between the reinforcement and the drilled-inanchor.

STRUCTURAL ATTACHMENTS

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‘F’

Minimum embedmentof anchor in

concrete is 'E'.

Normal Weight Concrete

Light Weight or Normal Weight Concrete

Expansion anchors ofdiameter 'D'.


Load

Load

Concrete Attachments

B-Line ChannelLongitudinal or

Transverse Brace


Transverse Brace

1/2" x 11/4" Hex HeadCap Screws & N225WO Nuts

(See Pages 61 & 62)


(See Pages 61 & 62)

B-Line Adjustable HingeLongitudinal or Transverse Brace

(See Page 59)


(See Page 59)

* Hilti Kwik Bolt II in 3000 psi (20.7 MPa) minimum normal weight concrete. ** See important notes on page 23.

1 min.

‘F’

1

1 min.

1

Minimum Minimum Minimum Distance MinimumStructure Anchor* Embedment of Distance From Edge To Concrete

Connection Load Bolt Anchor in Between Center of Bolt CoverageType Dia. 'D' Concrete 'E' ** Anchors ‘F’ ‘T’

lbs. (kN) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm)

I, II 300 (1.33) 3/8" (9) 21/2" (63) 5" (127) 47/8" (124) 3/4" (19)

III 450 (2.00) 1/2" (13) 31/2" (89) 7" (178) 63/4" (171) 11/16" (27)

IV 675 (3.00) 5/8" (16) 4" (101) 8" (203) 81/4" (209) 13/8" (35)

V 975 (4.33) 3/4" (19) 43/4" (120) 91/2" (241) 93/4" (247) 17/16" (36)

* Hilti Kwik Bolt II in 3000 psi (20.7 MPa) minimum light weight concrete. ** See important notes on page 23.

Light Weight or Normal Weight Concrete Metal Deck


Minimum Minimum Minimum Distance MinimumStructure Anchor* Embedment of Distance From Edge To Concrete

Connection Load Bolt Anchor in Between Center of Bolt CoverageType Dia. 'D' Concrete 'E' ** Anchors ‘F’ ‘T’


I 175 (0.78) 3/8" (9.5) 21/4" (57.1) 62/3" (169.3) 61/2" (165.1) 3/4" (19)

II, III 450 (2.00) 5/8" (15.9) 41/2" (114.3) 102/3" (270.9) 11" (279.4) 13/8" (35)

Detail 1Slab

Detail 2Metal Deck

‘E’

‘T’

‘T’

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STRUCTURAL ATTACHMENTSConcrete Attachments

Detail 3Slab

'F'

Minimumembedmentof anchor in

concrete is 'E'. B202 Square Washer& Hex Nut(See Page 62)

B202 Square Washer(See Page 62)

‘X’



Transverse Brace

B22 Channel15/8" (41mm) x 15/8" (41mm)

1/2" x 11/4" (41mm) Hex HeadCap Screws & N225WO Nuts

(See Pages 61 & 62)

B-Line Adjustable Hinge(See Page 59)

Load

1 min.

1

EqualDistance

EqualDistance

‘T’

* Hilti Kwik Bolt II in 3000 psi (20.7 MPa) minimum normal weight concrete.** See important notes on page 23.Note: 24” (609mm) maximum distance between anchors.

Minimum Minimum Distance MinimumStructure Anchor* Minimum Distance From Edge To Concrete

Connection Load Bolt Embedment Between Anchors Center of Bolt CoverageType Dia. 'D' 'E' ** ‘X’ ‘F’ ‘T’


I, II, III, IV 675 (3.00) 3/8" (9) 21/2" (63) 5" (127) 47/8" (124) 3/4" (19)

V 975 (4.33) 1/2" (13) 31/2" (89) 7" (178) 63/4" (171) 11/16" (27)

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1/2" x 11/4" (32mm) Hex HeadCap Screws & N225WO Nuts

(See Pages 61 & 62)

‘T’

Load

E

‘X’

EqualDistance

EqualDistance


Transverse Brace

1

1 min.

B202 Square Washer& Hex Nut(See Page 62)


B22 Channel15/8" (41mm) x 15/8" (41mm)

Expansion anchorsof diameter 'D'.

'F'

Light Weight or Normal Weight Concrete Metal Deck

B-Line Adjustable HingeLongitudinal or Transverse

Brace(See Page 59)

Detail 4Metal Deck

* Hilti Kwik Bolt II in 3000 psi (20.7 MPa) minimum light weight or normal weight concrete. ** See important notes on page 23.Note: 24” (609mm) maximum distance between anchors.

Minimum Minimum Distance MinimumStructure Anchor* Minimum Distance From Edge To Concrete

Connection Load Bolt Embedment Between Anchors Center of Bolt CoverageType Dia. 'D' 'E' ** ‘X’ ‘F’ ‘T’


I, II, III 450 (2.00) 3/8" (9) 21/4" (57) 62/3" (169) 61/2" (165) 3/4" (19)

IV, V 975 (4.33) 5/8" (16) 41/2" (114) 102/3" (271) 11" (279) 13/8" (35)

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* B-Line Figure B2501 in 3000 psi (20.7 MPa) minimum normal weight concrete.Note: Pre-cast anchors must be accurately secured prior to pouring concrete.

MinimumStructure Cast In Place Minimum Distance

Connection Load Anchor* Embedment BetweenType Dia. 'D' 'E' Anchors

lbs. (kN) in. (mm) in. (mm) in. (mm)

I, II, III 450 (2.00) 3/8" (9) 3" (76) 41/2" (114)

IV, V 975 (4.33) 1/2" (13) 4" (101) 6" (152)


Detail 5Slab

Minimum distance fromedge of concrete to center

of bolt is (10 x 'D').

Minimum embedmentin concrete.

'E'.

1 min.

1B-Line Adjustable HingeLongitudinal or Transverse Brace

(See Page 59)

B2501 cast in place anchorsof diameter 'D'.

(See Page 75)


(See Pages 61 & 62)


Transverse Brace Load

1”(25mm)min.

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Detail 6Metal Deck

* B-Line Figure B2501 in 3000 psi (20.7 MPa) minimum normal weight concrete.Note: Pre-cast anchors must be accurately secured prior to pouring concrete.




I, II 300 (1.33) 3/8" (9) 3" (76) 41/2" (114)

I, II 300 (1.33) 1/2" (13) 4" (101) 6" (152)

* B-Line Figure B2501 in 3000 psi (20.7 MPa) minimum light weight concrete.Note: Pre-cast anchors must be accurately secured prior to pouring concrete.




I 175 (0.78) 3/8" (9) 3" (76) 41/2" (114)

II 300 (1.33) 1/2" (13) 4" (101) 6" (152)


(See Pages 61 & 62)



E

1 min.

1

B-Line Adjustable HingeLongitudinal or Transverse

Brace(See Page 59)

B2501 cast in place anchors ofdiameter 'D'.(See Page 75)

1”(25mm)min.



Light Weight Concrete


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* B-Line Figure B2501 in 3000 psi (20.7 MPa) minimum normal weight concrete.Notes: 24” (609mm) maximum distance between anchors.

Pre-cast anchors must be accurately secured prior to pouring concrete.


Connection Load Anchor* Embedment BetweenType Dia. 'D' 'E' Anchors ‘X’


I, II, III, IV, V 975 (4.33) 3/8" (9) 3" (76) 41/2" (114)

I, II, III, IV, V 975 (4.33) 1/2" (13) 4" (101) 6" (152)


Detail 7SlabMinimum distance from

edge of concrete to centerof bolt is (10 x 'D').

‘X’

Minimum embedmentof anchor in concrete.

'E'.

1 min.

1


(See Page 59)


(See Page 75)

1/2" x 11/4" Hex HeadCap Screws &N225WO Nuts

(See Pages 61 & 62)



B22 Channel15/8" (41mm) x 15/8" (41mm)

B202 Square Washer& Hex Nut(See Page 62)

B202 Square Washer(See Page 62) Equal

DistanceEqual

Distance

1”(25mm)min.

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Structure Cast In Place Minimum Min. DistanceConnection Load Anchor* Embedment Between

Type Dia. 'D' 'E' Anchors ‘X’lbs. (kN) in. (mm) in. (mm) in. (mm)

I, II, III 450 (2.00) 3/8" (9) 3" (76) 41/2" (114)

I, II, III 450 (2.00) 1/2" (13) 4" (101) 6" (152)


(See Pages 61 & 62)


Transverse BraceLoad

E

1 min.

1B-Line Adjustable Hinge

Longitudinal or Transverse Brace(See Page 59)

B2501 cast in placeanchors of diameter 'D'.

(See Page 75)

B22 Channel15/8" (41mm) x 15/8" (41mm)B202 Square Washer

& Hex Nut(See Page 62)


EqualDistance

EqualDistance

1”(25mm)min.

Minimum distancefrom edge of concrete to

center of boltis (10 x 'D').

‘X’

* B-Line Figure B2501 in 3000 psi (20.7 MPa) minimum light weight concrete.Notes: 24” (609mm) maximum distance between anchors.


Light Weight Weight Concrete

Structure Cast In Place Minimum Min. DistanceConnection Load Anchor* Embedment Between

Type Dia. 'D' 'E' Anchors ‘X’lbs. (kN) in. (mm) in. (mm) in. (mm)

I, II, III, IV 675 (3.00) 3/8" (9) 3" (76) 41/2" (114)

I, II, III, IV 675 (3.00) 1/2" (13) 4" (101) 6" (152)

* B-Line Figure B2501 in 3000 psi (20.7 MPa) minimum normal weight concrete.Notes: 24” (609mm) maximum distance between anchors.



Detail 8Metal Deck

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* B-Line Figure B2500 in 3000 psi (20.7 MPa) minimum normal weight concrete.

MinimumStructure Thread Minimum Distance

Connection Load Size Embedment BetweenType 'D' 'E' Anchors

lbs. (kN) in. (mm) in. (mm)

I 175 (0.78) 1/2"-13, 5/8"-11, 3/4"-10, 7/8"-9 19/16" (40) 6" (152)


Detail 9Slab



Minimum embedmentin concrete 'E'.

1 min.


Longitudinal or Transverse Brace(See Page 59)

B200 Series Square Washer(See Page 62)

B2500 Spot Insert withN2500 Square Nut of

thread size 'D'.(See Page 76)


(See Pages 61 & 62)



1”(25mm)min.

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(See Pages 61 & 62)


Transverse BraceLoad

E

1 min.


Longitudinal or TransverseBrace

(See Page 59)

B2500 Spot Insert withN2500 Square Nut of thread

size 'D'.(See Page 76)

1”(25mm)min.




Detail 10Metal Deck

B200 Series Square Washer(See Page 62)

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* B-Line Figure B2500 in 3000 psi (20.7 MPa) minimum normal weight concrete.

MinimumStructure Thread Minimum Distance

Connection Load Size Embedment BetweenType 'D' 'E' Anchors


I 175 (0.78) 1/2"-13, 5/8"-11, 3/4"-10, 7/8"-9 19/16" (40) 6" (152)

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Detail 11

Reduce loads by 50% whenAdjustable Hinge is mounted within2” (51mm) from the end of the insert.

B-Line Channel(Longitudinal or Transverse Brace)

B32I-8 or Stronger Concrete InsertAttached to Concrete Structure

(See Pages 77 & 78)

Load

“L”

B633-1/2, B634, B335-2-1/2 or B650-1/2

Adjustable Hinge(See Pages 59 & 60)

Use 1/2” diameter bolts and1/2” channel nuts

MinimumStructure Allowable Insert

Connection Load LengthType “L”

lbs. (kN) in. (mm)

I,II,III,IV,V 975 (4.33) 8" (203)

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Wood Beam Attachments

(Used for Bracing Perpendicular)


(See Pages 61 & 62)


Transverse Brace

1 min.

1

Adjustable Hinge(See Page 59)

Wood BeamThickness

Thru bolt of diameter “D”.

B3248-2 x 2 x 1/4 (min.)Series Square Washer &

Hex Nut(See Pages 62 & 74)

Must be above theneutral axis of woodbeam and a minimum

of (4 x ‘D’) from top andbottom of the beam.

11/2” (38mm) 31/2” (89mm)Structure Allowable Minimum Beam Minimum Beam

Connection Load * Thickness ThicknessType Bolt Dia ‘D’ Bolt Dia ‘D’


I 175 (0.78) 1/2" (13) 1/2" (13)

II 300 (1.33) 1/2" (13) 1/2" (13)

III 450 (2.00) 3/4" (19) 1/2" (13)

IV 675 (3.00) -- -- 5/8" (16)

V 975 (4.33) -- -- 3/4" (19)

Load

Detail 12

* Based on douglas fir with .51 specific gravity or greater.

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(Used for Bracing Perpendicular)


(See Pages 61 & 62)


Transverse Brace

1 min.

1

Adjustable Hinge(See Page 59)

31/2" Min.Wood BeamThickness

Lag Bolt of diameter “D” with3” (76.2mm) minimum embedment

Structure AllowableLag BoltConnection Load *Dia ‘D’Type

lbs. (kN) in. (mm)

I 175 (0.78) 1/2" (13)

Load

Detail 13


4 x ‘D’minimum

4 x ‘D’minimum

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1 min.

1

B-Line ChannelLongitudinal or Transverse Brace

Used where brace runs parallel to wood beam or where double bolts are required.


(See Pages 61 & 62) Adjustable Hinge(See Page 59)

Angle must be attached towood beam above the neutralaxis at a minimum of (4 x ‘D’)from the top and bottom of

the beam.

Bolt of diameter ‘D’ through wood withB3248-2x2x1/4 (minimum) series

Square Washer & Hex Nut(See Pages 62 & 74)

1/2" x 11/4" (32mm)

Hex Head Cap Screwwith Lock Washer

& Hex Nut(See Pages 61 & 62)

B3060SW Series(See Page 73)

Detail 14

11/2” (38mm) 31/2” (89mm)Structure Allowable Minimum Beam Minimum Beam

Connection Load * Thickness ThicknessType Bolt Dia ‘D’ Bolt Dia ‘D’


I 175 (0.78) 1/2" (13) 1/2" (13)

II 300 (1.33) 5/8" (16) 1/2" (13)

III 450 (2.00) 3/4" (19) 5/8" (16)

IV 675 (3.00) 1" (25) 5/8" (16)

Load


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1 min.

1

B-Line ChannelLongitudinal or Transverse Brace

Used where brace runs parallel to wood beam or where double bolts are required.Minimum beam thickness of 31/2” (88.9mm) required.


(See Pages 61 & 62) Adjustable Hinge(See Page 59)

Angle must be attached towood beam above the neutralaxis at a minimum of (4 x ‘D’)from the top and bottom of

the beam.

1/2" x 11/4" (32mm)

Hex Head Cap Screwwith Lock Washer

& Hex Nut(See Page 62)

B3060SW Series(See Page 73)

Lag bolts of diameter ‘D’ with3” (76.2mm) embedment (min.)

Detail 15

Structure Allowable Lag Bolt Connection Load * Dia ‘D’

Typelbs. (kN) in. (mm)

I 175 (0.78) 1/2" (12)

Load


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Structural Steel

B32481/4” (6mm) thicksized to fit joist






Bolt Diameter 'D'ASTM A307 or Better

Lock WasherRequired

B-Line B3234Bevel Washer

When Required

Detail 16

* See Note M) on page 10.Note: Due to induced torsional load, the structural members in Case 1 & 2 must be

verified by structural site engineer for adequate strength.

Structure Allowable Bolt Diameter Connection Load ‘D’

Typelbs. (kN) in. (mm)

I, II, III 450 (2.00) 3/8" (9)

IV, V 975 (4.33) 1/2" (12)

Case 1 Case 2

Case 3 Case 4

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HANGER ROD ATTACHMENTS

Hanger Rod Structure Attachments

Selection Procedure

1) Determine structure type to attach hanger rodA) ConcreteB) Wood BeamC) Structural Steel

2) Reference rod size and hanger rod load from Appendix 1 & 2.

3) Select a hanger rod attachment detail with a load capacity that meets the hanger rod load

General Notes For Concrete Attachments1) The “minimum embedment” values given on pages 40 - 43 provide the anchor capacity to reach the design loads

shown, but may be considered by the 1997 UBC to be “shallow” anchors (embedment less that 8 times the anchordiameter). Using “shallow” anchors may increase the design seismic force, depending on the building code used.As an alternative, consider using the following values to avoid “shallow anchor” issues:

Anchor Bolt Dia. “8x” Embedment3/8” 3” (76mm)1/2” 4” (101mm)5/8” 5” (127mm)3/4” 6” (152mm)

2) Size and number of expansion anchors is based on "without special inspection" values given in ICBO (InternationalConference of Building Officials) Report No. 4627 dated February 1, 2001, Hilti Kwik Bolt - II Carbon SteelAllowable Tension and Shear Values.

3) Other anchors may be used providing they are listed in an ICBO ES Evaluation Report, which was tested inaccordance with AC01, including the seismic qualification tests of AC01 Section 5.6. These values must meet orexceed the values provided in ICBO Report No. 4627, and are approved by the structural engineer of record.OSHPD change order is required for California hospitals.

4) For California hospitals and schools, 50% of the expansion type anchor (alternate anchors in a group) shall beproof tested per Appendix 3. Other projects may have similar requirements, check local codes and ordinances.

5) Cast in place concrete anchors require special inspection as indicated in the building code for the localjurisdiction.

6) When slab thickness is less than the minimum allowable, but in excess of the minimum anchor embedment, a thrubolt approach may be used if approved by the site engineer.

7) When installing drill-in anchors in existing non-prestressed reinforced concrete, use care and caution to avoidcutting or damaging the existing reinforcing bars. When installing them into existing prestressed concrete (pre-orpost-tensioned), locate the prestressed tendons by using a non-destructive method prior to installation. Exerciseextreme care and caution to avoid cutting or damaging the tendons during installation. Maintain a minimumclearance of 1 inch (25mm) between the reinforcement and the drilled-in anchor.

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HANGER ROD ATTACHMENTSConcrete Attachments To Slab

* Hilti Kwik Bolt II in 3000 psi (20.7 MPa) minimum normal weight concrete.** See important notes on page 39.Note: See B446 & B446C on page 56 for a flexible connection which may be

used when seismic bracing is not required.

Allowable Minimum MinimumDiameter Load ** Embedment Concrete

'D' (In Tension) 'E' Coverage ‘T’

in. (mm) lbs. (kN) in. (mm) in. (mm)

3/8" (9) 605 (2.69) 21/2" (63) 3/4" (19)

1/2" (13) 1000 (4.45) 31/2" (89) 11/16" (27)

5/8" (16) 1335 (5.94) 4" (101) 13/8" (35)

3/4" (19) 1940 (8.63) 43/4" (120) 17/16" (36)

Rod Coupler, Hex Nut& B200 Series Square Washer

(See Page 62)

All Threaded Rod(See Page 57)

Load

Minimum distance from edge of concreteto center of bolt is (12 x 'D').

Minimum embedment ofanchor in concrete is 'E'.

‘T’


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HANGER ROD ATTACHMENTSConcrete Attachments

To Metal Deck

Load

Rod Coupler, Hex Nut& B200 Series Square Washer

(See Page 62)All Threaded Rod(See Page 57)


E

‘T’

1" (25mm) Min.

Minimum distance from edge ofconcrete to center of expansion

anchor is (10 x 'D').

* Hilti Kwik Bolt II in 3000 psi (20.7 MPa) minimum normal weight concrete.** See important notes on page 39.Note: See B446 & B446C on page 56 for a flexible connection which may be used

when seismic bracing is not required.

* Hilti Kwik Bolt II in 3000 psi (20.7 MPa) minimum light weight concrete.** See important notes on page 39.






3/8" (9) 395 (1.75) 21/4" (57.1) 3/4" (19)

1/2" (13) 440 (1.96) 21/4" (57.1) 11/16" (27)

5/8" (16) 835 (3.71) 41/2" (114.3) 13/8" (35)




3/8" (9) 605 (2.69) 21/2" (63.5) 3/4" (19)

1/2" (13) 1000 (4.45) 31/2" (88.9) 11/16" (27)

5/8" (16) 1335 (5.94) 4" (101.6) 13/8" (35)

3/4" (19) 1940 (8.63) 43/4" (120.6) 17/16" (36)

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To Slab

Load


(See Page 75)

* B-Line Figure B2501 in 3000 psi (20.7 MPa) minimum normal weight concrete.** See important notes on page 39.Note: See B446 & B446C on page 56 for a flexible connection which may be used when

seismic bracing is not required.Note: Pre-cast anchors must be accurately secured prior to pouring concrete.

Anchor Rod Allowable MinimumPart Size Load ** Embedment

Number (In Tension) 'E'

in. (mm) lbs. (kN) in. (mm)

B2501-3/8 3/8" (9) 610 (2.71) 3" (76)

B2501-1/2 1/2" (13) 1130 (5.02) 4" (101)



concrete is 'E'.

Hex Nuts& B200 SeriesSquare Washer

(See Page 62) All Threaded Rod(See Page 57)

1" (25mm) Min.

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B2501 cast in placeanchors of diameter 'D'.

(See Page 75)

Load

To Metal Deck

E

Hex Nut& B200 SeriesSquare Washer

(See Page 62)





Number ‘D’ 'E'in. (mm) lbs. (kN) in. (mm)

B2501-3/8 3/8" (9) 610 (2.71) 3" (76)

B2501-1/2 1/2" (13) 871 (3.87) 4" (101)

* B-Line Figure B2501 in 3000 psi (20.7 MPa) minimum light weight concrete.** See important notes on page 39.Note: See B446 & B446C on page 56 for a flexible connection which may be used when

seismic bracing is not required.


Number ‘D’ 'E'in. (mm) lbs. (kN) in. (mm)

B2501-3/8 3/8" (9) 610 (2.71) 3" (76)

B2501-1/2 1/2" (13) 653 (2.90) 4" (101)

1" (25mm) Min.


of anchor is (10 x 'D').



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To Slab

Load

B2500 Spot Insert with N2500Insert Nut of thread size 'D'.

(See Page 76)





concrete is 'E'.

B200 Series Square Washer& Hex Nut(See Page 62) All Threaded Rod

(See Page 57)

1" (25mm) Min.

MinimumSquare Nut Allowable Thread Minimum Insert Distance

Part Load ** Size Embedment BetweenNumber (In Tension) 'D' 'E' Anchors


N2500-3/8 529 (2.35) 3/8"-16 19/16" (40) 41/2" (114)

N2500-1/2 529 (2.35) 1/2"-13 19/16" (40) 6" (152)

N2500-5/8 529 (2.35) 5/8"-11 19/16" (40) 6" (152)

N2500-3/4 529 (2.35) 3/4"-10 19/16" (40) 6" (152)

N2500-7/8 529 (2.35) 7/8"-9 19/16" (40) 6" (152)

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Load

To Metal Deck

E


* B-Line Figure B2500 in 3000 psi (20.7 MPa) minimum normal weight concrete.** See important notes on page 39.Note: See B446 & B446C on page 56 for a flexible connection which may be used when seismic bracing is not required.Note: Pre-cast anchors must be accurately secured prior to pouring concrete.

* B-Line Figure B2500 in 3000 psi (20.7 MPa) minimum light weight concrete.** See important notes on page 39.Note: See B446 & B446C on page 56 for a flexible connection which may be used when seismic bracing is not required.

1" (25mm) Min.


of anchor is (10 x 'D').

Normal WeightConcrete

Light WeightConcrete




N2500-3/8 397 (1.76) 3/8"-16 19/16" (40) 41/2" (114)

N2500-1/2 397 (1.76) 1/2"-13 19/16" (40) 41/2" (114)

N2500-5/8 397 (1.76) 5/8"-11 19/16" (40) 41/2" (114)

N2500-3/4 397 (1.76) 3/4"-10 19/16" (40) 41/2" (114)

N2500-7/8 397 (1.76) 7/8"-9 19/16" (40) 41/2" (114)




N2500-3/8 529 (2.35) 3/8"-16 19/16" (40) 41/2" (114)

N2500-1/2 529 (2.35) 1/2"-13 19/16" (40) 41/2" (114)

N2500-5/8 529 (2.35) 5/8"-11 19/16" (40) 41/2" (114)

N2500-3/4 529 (2.35) 3/4"-10 19/16" (40) 41/2" (114)

N2500-7/8 529 (2.35) 7/8"-9 19/16" (40) 41/2" (114)

B200 Series Square Washer& Hex Nut(See Page 62)

B2500 Spot Insert with N2500Insert Nut of thread size 'D'.

(See Page 76)

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To Slab

B32I-12 or strongerConcrete Insert attached to

concrete structure(See Pages 77 & 78)

Note: Reduce load by 50%when connection is

within 2” (51mm) from theend of the insert.

Load

B-Line Channel Nut(See Page 61)

B200 Series SquareWasher, Hex Nut

(See Page 62)


ChannelNut Allowable

ATR Part Load

Size Number (In Tension)

lbs. (kN)

3/8"-16 N228 Series 610 (2.71)

1/2"-13 N225 Series 1130 (5.02)

5/8"-11 N255 Series 1810 (8.05)

3/4"-10 N275 Series 2000 (8.89)

7/8"-9 N278 Series 2000 (8.89)

Note: See B446 & B446C on page 56 for a flexible connection which may be used when seismic bracing is not required.

Note: Pre-cast anchors must be accurately secured prior to pouring concrete.

COOPER B-Line



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Part Rod Design Minimum ThreadNumber Size Load Embedment Length

'E' ‘TL’lbs. (kN) in. (mm) in. (mm)

B3213-3/8 3/8"-16 559 (2.48) 3" (76) 2" (51)

B3213-1/2 1/2"-13 659 (2.93) 3" (76) 21/2" (63)

Allowable LoadATR Bolt for Beam ThicknessRod Diameter 11/2” (38mm) 31/2” (89mm)

‘D’ Minimum Minimumlbs. (kN) lbs. (kN)

3/8"-16 3/8"-16 200 (.89) 250 (1.11)

1/2"-13 1/2"-13 300 (1.33) 460 (2.04)

5/8"-11 5/8"-11 360 (1.60) 700 (3.11)

3/4"-10 3/4"-10 420 (1.87) 870 (3.87)

Wood Attachments

Load

‘E’‘TL’

CL

B3213Coach Screw

Rod(See Page 72)

B655Rod Coupler(See Page 62)

Flat Washer(See Page 62)

Hex Nuts(See Page 62)

All Threaded RodATR

(See Page 57)

Load

B3060Side BeamAngle Clip(See Page 72)

Bolt Diameter‘D’

Hex Nuts(See Page 62)

All Threaded RodATR

(See Page 57)

Flat Washer orB200 Series

Square Washer& Hex Nut(See Page 62)

Must be above the neutralaxis of wood beam and aminimum of (4 x ‘D’) from

bottom of beam.



Flat Washer(See Page 62)

COOPER B-Line



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Strut Attachments

Typical All Thread Rod Attachment to Strut

B200 SeriesSquare Washer

(See Page 62)

Hex Nut(See Page 62)

B-Line Channel Nut(See Page 61)

12 Ga. (2.6mm)

B-Line Channel

All Threaded RodATR

(See Page 57)

Channel nuts, square washers, and hex nuts shall be sized to fit all threaded rod.

Allowable load determined by the lowest value:

1). Channel Nut Pullout (page 61)2). Channel Concentrated Load Capacity (page 22)3). Channel Attachment To Structure (pages 49 - 51)

ATR Channel Nut SquareSize Part Number Washer

3/8"-16N228, N228WO

B201TN228, FN228

1/2"-13N225, N225WO

B202TN2255/8"-11 N255, N255WO B202-1

3/4"-10 N275, N275WO B202-27/8"-9 N278, N278WO B202-3


COOPER B-Line



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HANGER ROD ATTACHMENTS & APPROVED COMPONENTS

Sold in Pieces

Design Load:1200 Lbs. (5.34 kN)

when used in pairs

Recommended Torque:150 in.-lbs. (16.9 N•m)

1/4"(6mm)

33/8"(86mm)

31/8"(79mm)

23/8"(60mm)

1"(25mm)

B441-22BEAM CLAMP

For use with 15/8" (41mm) high channel.

B441-22ABEAM CLAMP

For use with 27/16" (62mm) to31/4" (82mm) high channel.

1/4"(6mm)

5"(127mm)

1"(25mm)

23/8"(60mm)

31/8"(79mm)

3/8" (9mm)Rod Size

B751-J__-3/8 SeriesBEAM CLAMP

ASSEMBLYB752

BEAM CLAMP SWIVEL

For FlangePart No. Width

in. (mm)

B751-J4-3/8 3" - 6" (76 - 152)

B751-J6-3/8 5" - 9" (127 - 228)

B751-J9-3/8 8" - 12" (203 - 305)

B751-J12-3/8 11" - 15" (279 - 381)

B751Clamp

Load 1

Load 2

B701-J__-3/8" J-Hook

Note: Eliminates bending moment in threaded rodsupport for a flexible connection. Can be used

when seismic bracing is not required.

B751 ClampNot Included

SEISMIC APPROVAL: To be used as avertical ATR support. Not usable as astructural attachment for seismic brace.


Includes:1 pc. B751 Beam Clamp1 pc. B701 Type J-Hook only1 pc. SA203-158 Clip1 pc. 3/8"-16 Hex Nut

Includes: 1 pc. B752 Swivel Body1 pc. 5/16"-18 x 13/4" HHCS1 pc. 5/16"-18 Hex Nut

ATR Allowable LoadSize lbs. (kN)

3/8"-16 610 (2.71)

1/2"-13 1130 (5.02)

5/8"-11 1200 (5.34)

3/4"-10 1200 (5.34)

7/8"-9 1200 (5.34)

ATR Allowable Load 1 Allowable Load 2Size lbs. (kN) lbs. (kN)

3/8"-16 500 (2.22) 300 (1.33)

500 Lb. (2.22kN)Design Load

OverallHeight31/4” (82mm)

COOPER B-Line



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Includes:2 pcs. B760 Plate2 pcs. B500-33/8" U-Bolts only1 pc. 3/8-16 ATR (Length)6 pcs. 3/8"-16 Hex Nuts

Recommended Torque:'U-Bolt" Nuts 150 in.-lbs. (16.9 N•m)

ATR Nuts 60 in.-lbs. (6.8 N•m)


3"(76mm)

1/4"(6mm)

33/8"(86mm)

3/8"-16 ATR and Hex Nuts

B761-22 SeriesBEAM CLAMP

For Flange ATRPart No. Width Length

in. (mm) in. (mm)

B761-22-4 4" - 57/8" (101-149) 4" (101)

B761-22-6 6" - 87/8" (152-225) 6" (152)

B761-22-9 9" - 117/8" (228-301) 9" (228)

B761-22-12 12" - 147/8" (305-378) 12" (305)

Includes:2 pcs. B760 Plate2 pcs. B500-5" U-Bolts only1 pc. 3/8-16 ATR (Length)6 pcs. 3/8"-16 Hex Nuts




3"(76mm)

1/4"(6mm)

5"(127mm)

3/8"-16 ATR and Hex Nuts

B761-22A SeriesBEAM CLAMP

Square U-Boltand Hex Nuts

Included


Included




3/8"-16 610 (2.71)

1/2"-13 1130 (5.02)

5/8"-11 1810 (8.05)

3/4"-10 2000 (8.89)

7/8"-9 2000 (8.89)


3/8"-16 610 (2.71)

1/2"-13 1130 (5.02)

5/8"-11 1810 (8.05)

3/4"-10 2000 (8.89)

7/8"-9 2000 (8.89)

For Flange ATRPart No. Width Length

in. (mm) in. (mm)

B761-22A-4 4" - 57/8" (101-149) 4" (101)

B761-22A-6 6" - 87/8" (152-225) 6" (152)

B761-22A-9 9" - 117/8" (228-301) 9" (228)

B761-22A-12 12" - 147/8" (305-378) 12" (305)

COOPER B-Line



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in. (mm)

B760-22-4 4" - 57/8" (101-149)

B760-22-6 6" - 87/8" (152-225)

B760-22-9 9" - 117/8" (228-301)

B760-22-12 12" - 147/8" (305-378)


in. (mm)

B760-22A-4 4" - 57/8" (101-149)

B760-22A-6 6" - 87/8" (152-225)

B760-22A-9 9" - 117/8" (228-301)

B760-22A-12 12" - 147/8" (305-378)

Includes:1 pc. B760 Plate1 pc. B701 Type J-Hook only1 pc. B500-33/8" U-Bolt only3 pcs. 3/8"-16 Hex Nuts




3"(76mm)

1/4"(6mm)

33/8"(86mm)

3/8" (9mm) DiameterJ-Hook and Hex Nut


B760-22 SeriesBEAM CLAMP

Includes:1 pc. B760 Plate1 pc. B701 Type J-Hook only1 pc. B500-5" U-Bolt only3 pcs. 3/8"-16 Hex Nuts




3"(76mm)

1/4"(6mm)

5"(127mm)

B760-22A SeriesBEAM CLAMP

3/8" (9mm) DiameterJ-Hook and Hex Nut





3/8"-16 610 (2.71)

1/2"-13 1130 (5.02)

5/8"-11 1810 (8.05)

3/4"-10 2000 (8.89)

7/8"-9 2000 (8.89)


3/8"-16 610 (2.71)

1/2"-13 1130 (5.02)

5/8"-11 1810 (8.05)

3/4"-10 2000 (8.89)

7/8"-9 2000 (8.89)

COOPER B-Line



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Setscrew Torque: 1/4” = 4 ft•lbs 3/8” = 5 ft•lbs 1/2” = 11 ft•lbs

'A'

Setscrew andLocknut Included

3/4"(19mm)

B3036L SeriesMALLEABLE IRON C-CLAMP

WITH LOCKNUT

Rod Size DesignPart No. 'A' 'C' Load

in. (mm) lbs. (kN)

B3036L-3/8 3/8"-16 13/4" (44) 400 (1.78)

B3036L-1/2 1/2"-13 13/4" (44) 400 (1.78)

B3036L-5/8 5/8"-11 17/8" (47) 450 (2.00)

'C'

'A'

Setscrew andLocknut Included

B351L SeriesSTEEL C-CLAMP WITH LOCKNUT

Rod Size DesignPart No. 'A' 'D' Load

in. (mm) lbs. (kN)

B351L-3/8 3/8"-16 3/4" (19) 230 (1.03)

B351L-1/2 1/2"-13 3/4" (19) 380 (1.71)

B351L-5/8 5/8"-11 3/4" (19) 550 (2.47)

B351L-3/4 3/4"-10 3/4" (19) 630 (2.83)

B351L-7/8 7/8"-9 1" (25) 1200 (5.34)

'D'

When ordering specify 'L' (Length) as a suffix to the part number.'L' = 6" (152mm), 8" (203mm), 10" (254mm), 12" (305mm)

'L'

'W'

B3362 thru B3365RETAINING STRAP

Part No. For Use With ‘W’in. (mm)

B3362-L B351L-3/8" & 1/2" 11/4" (32)

B3363-L B351L-5/8" & 3/4" - B3036L-3/8" & 1/2" 11/4" (32)

B3364-L B3036L-5/8" & 3/4" 11/4" (32)

B3365-L B351L-7/8" 11/2" (38)

3/4"(19mm)

12 ga.(19mm)





RetainingStrap isrequired,order B3362thru B3365separately.

RetainingStrap isrequired,order B3362thru B3365separately.

COOPER B-Line



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Recommended Setscrew Torque:3/8"-16 150 in.-lbs. (16.9 N•m)1/2"-13 350 in.-lbs. (39.5 N•m)

Recommended Setscrew Torque:3/8"-16 150 in.-lbs. (16.9 N•m)1/2"-13 350 in.-lbs. (39.5 N•m)

For maximum beam thickness of 3/4" (19mm).For thicker beams step up one flange width size.

Material: 12 Gauge (2.7mm)

7/8"(22mm)

'B' SetscrewIncluded

21/2"(63mm)

11/8"(28mm)

'C'

'T'

'A'

B303 Thru B309 BEAM CLAMP

111/16"(43mm)

15/8"(41mm)

31/4"(82mm)

B312S SERIESANCHOR STRAP FOR USE WITH

B303 thru B309 and B321 SERIES

For FlangePart No. Width 'A'

in. (mm) in. (mm)

B312S-6 6" (152) 95/8" (244)

B312S-9 9" (228) 125/8" (320)

B312S-12 12" (305) 155/8" (397)

B312S-15 15" (381) 185/8" (473)

Part Rod Setscrew 'C' 'T' Design LoadNo. Size 'B' in. (mm) in. (mm) lbs. (kN)

B303 1/4"-20 3/8"-16 25/16" (59) 11 Ga. (3) 400 (1.78)

B304 5/16"-18 3/8"-16 25/16" (59) 11 Ga. (3) 600 (2.67)

B305 3/8"-16 3/8"-16 25/16" (59) 11 Ga. (3) 600 (2.67)

B306 3/8"-16 1/2"-13 27/16" (62) 7 Ga. (4) 1100 (4.89)

B307 1/2"-13 1/2"-13 27/16" (62) 7 Ga. (4) 1100 (4.89)

B308 1/2"-13 1/2"-13 29/16" (65) 1/4" (6) 1500 (6.67)

B309 5/8"-11 1/2"-13 29/16" (65) 1/4" (6) 1500 (6.67)

Part Rod Setscrew 'C' 'T' Design LoadNo. Size 'B' in. (mm) in. (mm) lbs. (kN)

B321-1 3/8"-16 1/2"-13 39/16" (92) 1/4" (6) 1300 (5.78)

B321-2 1/2"-13 1/2"-13 39/16" (92) 1/4" (6) 1400 (6.23)

B321-3 5/8"-11 1/2"-13 39/16" (92) 1/4" (6) 1600 (7.12)

B321-4 5/8"-11 5/8"-11 323/32" (94) 5/16" (8) 1800 (8.00)

B321-5 3/4"-13 5/8"-11 323/32" (94) 5/16" (8) 2000 (8.89)

'A'

RetainingStrap isrequired,order B312separately.


Minimum Flange Thickness:B321-1 thru B321-3 3/8" (9mm)

B321-4 and B321-5 5/8" (16mm)

'A'

'T'

'B' SetscrewIncluded

1/2"(13mm)

13/4"(44mm)

1/4"(6mm)

11/4"(32mm)



SEISMIC APPROVAL: To be used as a vertical ATR support.Not usable as a structural attachment for seismic brace.

B321 SERIESBEAM CLAMP

COOPER B-Line



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B3033 BEAM CLAMP

B3367 SERIESANCHOR STRAP FOR USE WITH B3033 and B3034 SERIES

B3034BEAM CLAMP


Setscrew Torque: 1/4” = 4 ft•lbs 3/8” = 5 ft•lbs

Material Thickness: 11 Ga. (3.0mm)Specify ‘L’ Length

(add 2” (51mm) to flange width)

Rod Size Throat DesignPart No. 'A' Opening Load

in. (mm) lbs. (kN)

B3033-3/8 3/8"-16 11/4" (32) 500 (2.22)

B3033-1/2 1/2"-13 11/4" (32) 700 (3.11)

B3033-5/8 5/8"-11 15/16" (33) 900 (4.00)

B3033-3/4 3/4"-10 15/16" (33) 900 (4.00)

Rod Size Throat DesignPart No. 'A' Opening Load

in. (mm) lbs. (kN)

B3034-3/8 3/8"-16 3/4" (19) 400 (1.78)

B3034-1/2 1/2"-13 3/4" (19) 700 (3.11)

‘A’ ‘B’Part No. Width Diameter

in. (mm) in. (mm)

B3367-3/8 11/4" (32) 7/16" (11)

B3367-1/2 11/4" (32) 9/16" (14)

B3367-5/8 11/4" (32) 11/16" (17)

B3367-3/4 11/4" (32) 13/16" (20)

’B’

’L’

’A’



SEISMIC APPROVAL: To be used as a vertical ATR support.Not usable as a structural attachment for seismic brace.



COOPER B-Line



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HANGER ROD ATTACHMENTSStructural Steel

Hex Nut& Washer(See Page 62)


All ThreadedRod

(See Page 57)

Load Load

B-Line B3234Bevel Washer

When Required(See Page 74)

Load

All ThreadedRod

(See Page 57) All ThreadedRod

(See Page 57)

B3248Square Washer

1/4” Thick SizedTo Fit Joist(See Page 74)


* Maximum load allowed forATR, actual load may bedetermined by structural

steel capacity.

ATR Allowable Load*Size lbs. (kN)

3/8"-16 610 (2.71)

1/2"-13 1130 (5.02)

5/8"-11 1810 (8.05)

3/4"-10 2710 (12.05)

7/8"-9 3770 (16.77)

Flat Washer orB200 Series

Square Washer(See Page 62)

COOPER B-Line



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HANGER ROD SWIVEL ATTACHMENTS

Note: Eliminates bending moment inthreaded rod support for aflexible connection. Can beused when seismic bracing isnot required.

Design LoadPart No. A B lbs. (kN)

B446-3/8 B446C-3/8 3/8”-16 HN 3/8”-16 HHCS 610 (2.71)

B446-1/2 B446C-1/2 1/2”-13 HN 1/2”-13 HHCS 1130 (5.02)

A

B

23/4(69.8)

1(25.4)

23/4(69.8)

A

A

B446SWIVEL HANGER(FEMALE-MALE)

B446CSWIVEL HANGER(FEMALE-FEMALE)

COOPER B-Line



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THREADED ROD (ATR)

THREADED ROD - MAXIMUM LENGTH WITHOUT STIFFENER

Rod AllowableSize Loads

lbs. (kN)

3/8"-16 610 (2.71)

1/2"-13 1130 (5.02)

5/8"-11 1810 (8.05)

3/4"-10 2710 (12.05)

7/8"-9 3770 (16.77)

ALL THREADED ROD - ATR

TABLE 5

Max. Rod LengthATR Without RodSize Stiffener

in. (mm)

3/8"-16 19" (482.6)

1/2"-13 25" (635.0)

5/8"-11 31" (787.4)

3/4"-10 37" (939.8)

7/8"-9 43" (1092.2)

TABLE 6

Note: If rod stiffener is requiredsee Table 7 - page 58

ATRAll Threaded Rod

Table 5

B335-2-1/2 Adjustable HingesLongitudinal & Transverse Braces

(See Page 59)

B-Line ChannelSize as Required

(See Page 22)

B22 ChannelLongitudinal or Transverse Brace

(9’-4” (2.8 m) Maximum Length)

* Anchor capacity may be lower than all threaded rod.

COOPER B-Line



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APPROVED COMPONENTS

APPROVED COMPONENTS

SC228 HANGER RODSTIFFENER ASSEMBLYFor 3/8" thru 5/8" ATR

(Order B22 Channel Separately)

SC-UB HANGER RODSTIFFENER ASSEMBLY

For 3/4" & 7/8" ATR(Order B22 Channel Separately)

Note: SC-UB assembly includes U-Bolt, 2-Hole Plate& 3/8"-16 Hex Nuts.

ATRAll Threaded Rod

(See Page 57)

B3188-11/4” WOU-Bolt

2-Hole Plate1/4” x 15/8” x 31/2”(6mm x 41mm x 89mm)

ATRAll Threaded Rod

(See Page 57)

B22 Channel

3/8” Hex Nuts

B22 ChannelRod Stiffener

SC228 HangerRod Stiffener

Assembly

ATR XSize Max. Spacing

Between SC-228or SC-UB

in. (mm)

3/8"-16 13" (330.2)

1/2"-13 18" (457.2)

5/8"-11 23" (584.2)

3/4"-10 28" (711.2)

7/8"-9 33" (838.2)

TABLE 7

ROD STIFFENER CHART

Note: Minimum of (2) - SC228 orSC-UB are required per rod.

Rod Stiffeners required only on hanger rods that have seismic bracing attached to the hanger or trapeze.

B335-2-1/2 Adjustable HingesLongitudinal & Transverse Braces

(See Page 59)

B-Line channelsize as required.

(See Page 22)

Maximum distancefrom top of hanger

rod to first bolt of thechannel rod stiffener

is 6” (152.4mm).

Maximum distance fromtop of channel where

the hanger rod isattached to the first

bolt of the channel rodstiffener is 6” (152.4mm).

B22 ChannelRod Stiffener with SC228

or SC-UB Assemblies

ATRAll Threaded Rod

(See Page 57)

‘X’

B22 ChannelLongitudinal or Transverse Brace

(9’-4” (2.8 m) Maximum Length)

COOPER B-Line



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APPROVED COMPONENTS

B335V SERIES THREE HOLE ADJUSTABLE HALF HINGE

B335-2 SERIES THREE HOLE ADJUSTABLE HINGE

Material Thickness: 1/4" (6 mm)

SEISMIC APPROVAL:Longitudinal and TransverseBrace Attachments


Part Hole Dia.

No. 'H'in. (mm)

B335-2-3/8 7/16" (11)

B335-2-1/2 9/16" (14)

B335-2-5/8 11/16" (17)

B335-2-3/4 13/16" (20)

13/16"(20mm)

13/16"(20mm)

13/16"(20mm)

43/4"(120mm)

43/4"(120mm)

71/2"(190mm)

'H'

'H'

9/16" Dia. (14mm) 2 Holes17/8" (47mm) center to center

9/16" Dia. (14mm) 2 Holes17/8" (47mm) center to center

15/8"(41mm)

15/8"(41mm)

Part Hole Dia.

No. 'H'in. (mm)

B335V-1/2 9/16" (14)

B335V-5/8 11/16" (17)

B335V-3/4 13/16" (20)

30° Min.

B634 SINGLE CHANNEL ADJUSTABLE HINGE1/2" Channel Nuts & Bolts not included - order seperately (see pages 61 & 62)

15/8"(41mm)

17/8"(47mm)

33/4"(95mm)

53/8"(136mm)

13/16"(20mm)

Note: See Page 66 for alternate hinge types.

COOPER B-Line



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APPROVED COMPONENTS

B633 SERIES ADJUSTABLE SEISMIC HINGE FITTING


Part Hole Dia.

No. 'H'in. (mm)

B633-1/2 9/16" (14)

B633-5/8 11/16" (17)

B633-3/4 13/16" (20)

B633-7/8 15/16" (24)

15/8"(41mm)

31/4"(82mm)

'H'41/2"(114mm)

9/16" Dia. (14mm)2 Holes


NOTE: B633 can be substituted for B335-2, in any detail, provided the hole diameter 'H' remains the same.

B650 SERIES RETROFIT 45° SEISMIC BRACE FITTING

2"(51mm)

2"(51mm)

15/8"(41mm)

'W'

'W'

23/32"(53mm)

11/2"(38mm)

121/32"(42mm)

49/32"(109mm)

31/2"(89mm)


17/8" (47mm)Center to Center


17/8" (47mm)Center to

Center

NOTE: B650 can be substituted for B335-2, in any detail, provided the slot width 'W' remains the same as the ‘H’ of the B335-2.

Key Thickness:10 Ga. (3.4mm)

B129 Plate Thickness:1/4" (6.3mm)

Bracket Thickness:12 Ga. (2.6mm)

Part Hole Dia.

No. 'W'in. (mm)

B650-3/8 25/64" (10)

B650-1/2 33/64" (13)

B650-5/8 41/64" (16)

B650-3/4 49/64" (19)

Key

Plate

ExistingATR

Bracket

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APPROVED COMPONENTS

Spring Nut(Nxxx)

Nut Without Spring(NxxxWO) Twirl Nut

(TNxxx)

Channel Nuts

Resistance to Slip

Resistance To Slip * In Channel NutThread Nut Part 12 Ga. (2.6mm) 14 Ga. (1.9mm) Thickness

Size Numbers lbs. (kN) lbs. (kN) in. (mm)

3/8"-16 N228, N228WO, TN228 800 (3.56) 600 (2.67) 3/8" (9)

1/2"-13 N225, N225WO, TN225 1500 (6.67) 1000 (4.45) 1/2" (13)

5/8"-11 N255, N255WO 1500 (6.67) 1000 (4.45) 1/2" (13)

3/4"-10 N275, N275WO 1500 (6.67) 1000 (4.45) 1/2" (13)

7/8"-9 N278, N278WO 1500 (6.67) 1000 (4.45) 1/2" (13)

Pull-Out Strength

* With a Safety Factor of 3.

Note: Required bolt torque shown in note D) page 9.


Pull-Out Strength * In Channel NutThread Nut Part 12 Ga. (2.6mm) 14 Ga. (1.9mm) Thickness

Size Numbers lbs. (kN) lbs. (kN) in. (mm)

3/8"-16 N228, N228WO, TN228 1100 (4.89) 1000 (4.45) 3/8" (9)

1/2"-13 N225, N225WO, TN225 2000 (8.90) 1400 (6.23) 1/2" (13)

5/8"-11 N255, N255WO 2000 (8.90) 1400 (6.23) 1/2" (13)

3/4"-10 N275, N275WO 2000 (8.90) 1400 (6.23) 1/2" (13)

7/8"-9 N278, N278WO 2000 (8.90) 1400 (6.23) 1/2" (13)

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APPROVED COMPONENTS

Hardware

LW - LOCK WASHERS

(Example - LW 1/2)

HHCS - HEX HEAD CAP SCREWS

(Example - HHCS 1/2 x 1 1/4)FW - FLAT WASHERS

(Example - FW 1/2)

HN - HEX NUTS

(Example - HN 1/2)

B200 Series Square Washers

B655 - ROD COUPLINGS

(Example - B655-1/2)


Hole BoltPart No. Size Size

in. (mm) in. (mm)

B200 3/8" (9) 5/16" (8)

B201 7/16" (11) 3/8" (9)

B202 9/16" (14) 1/2" (13)

B202-1 11/16" (17) 5/8" (16)

B202-2 13/16" (20) 3/4" (19)

B202-3 15/16" (24) 7/8" (22)

15/8"(41mm)

Hole Size

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APPROVED COMPONENTS

'A'(Rod Size)

Hanger RodNot Included

Underwriter's Laboratories Listed for 3/4" (20) thru12" (300). Complies with Federal Specification WW-H-171E Type 1 and Manufacturers'Standardization Society SP-69 Type 1.

Note: When attaching seismic bracing to clevishanger, install a B3100 Pipe Sleeve over the crossbolt (see Seismic Restraints Brochure). Order B3100PS (Pipe Sleeve) separately.

Nominal Rod Size Design LoadPart No. Pipe Size 'A'

in. (mm) lbs. (kN)

B3100-1/2 1/2" (15) 3/8"-16 610 (2.71)

B3100-3/4 3/4" (20) 3/8"-16 610 (2.71)

B3100-1 1" (25) 3/8"-16 610 (2.71)

B3100-11/4 11/4" (32) 3/8"-16 610 (2.71)

B3100-11/2 11/2" (40) 3/8"-16 610 (2.71)

B3100-2 2" (50) 3/8"-16 610 (2.71)

B3100-21/2 21/2" (65) 1/2"-13 1130 (5.02)

B3100-3 3" (80) 1/2"-13 1130 (5.02)

B3100-31/2 31/2" (90) 1/2"-13 1130 (5.02)

B3100-4 4" (100) 5/8"-11 1430 (6.36)

B3100-5 5" (125) 5/8"-11 1430 (6.36)

B3100-6 6" (150) 3/4"-10 1940 (8.63)

B3100-8 8" (200) 7/8"-9 2000 (8.89)

B3100-10 10" (250) 7/8"-9 3600 (16.01)

B3100-12 12" (300) 7/8"-9 3770 (16.77)

B3100Standard Clevis Hanger

B3100PSPipe Sleeve

PipePipe Size Clevis Hanger Sleeve

in. (mm) Part No. Part No.*

1/2" (15) B3100-1/2 N/A3/4" (20) B3100-3/4 N/A

1" (25) B3100-1 B3100PS-1

11/4" (32) B3100-11/4 B3100PS-11/4

11/2" (40) B3100-11/2 B3100PS-11/2

2" (50) B3100-2 B3100PS-2

21/2" (65) B3100-21/2 B3100PS-21/2

3" (80) B3100-3 B3100PS-3

31/2" (90) B3100-31/2 B3100PS-31/2

4" (100) B3100-4 B3100PS-4

5" (125) B3100-5 B3100PS-5

6" (150) B3100-6 B3100PS-6

8" (200) B3100-8 B3100PS-8

10" (250) B3100-10 B3100PS-10

12" (300) B3100-12 B3100PS-12

*Not included when ordering standardB3100 Series Clevis Hanger.

SEISMIC APPROVAL:Transverse Brace Attachment

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APPROVED COMPONENTS

'A'(Rod Size)

Bolt Size

'D'Approvals: Underwriter's Laboratories Listedfor 3/4" (20) thru 12" (300). Complies withManufacturers' Standardization Society SP-69 Type 5.

SEISMIC APPROVAL:Transverse bracing of pipe (insulatedor non-insulated) and conduit.

B3690 SeriesAdjustable 'J' Hanger

Nominal Bolt Rod Size Hole Dia. Design LoadPart No. Pipe Size Size 'A' 'D'

in. (mm) in. (mm) lbs. kN

B3690-1/2 1/2" (15) 1/4"-20 x 21/4” 3/8"-16 13/32" (10) 400 (1.78)

B3690-3/4 3/4" (20) 1/4"-20 x 21/2” 3/8"-16 13/32" (10) 400 (1.78)

B3690-1 1" (25) 1/4"-20 x 23/4” 3/8"-16 13/32" (10) 400 (1.78)

B3690-11/4 11/4" (32) 1/4"-20 x 3” 3/8"-16 13/32" (10) 400 (1.78)

B3690-11/2 11/2" (40) 1/4"-20 x 31/4” 3/8"-16 13/32" (10) 400 (1.78)

B3690-2 2" (50) 1/4"-20 x 31/4” 3/8"-16 13/32" (10) 400 (1.78)

B3690-21/2 21/2" (65) 3/8"-16 x 41/2” 1/2"-13 9/16" (14) 800 (3.56)

B3690-3 3" (80) 3/8"-16 x 5” 1/2"-13 9/16" (14) 800 (3.56)

B3690-31/2 31/2" (90) 3/8"-16 x 51/2” 1/2"-13 9/16" (14) 800 (3.56)

B3690-4 4" (100) 3/8"-16 x 61/2” 5/8"-11 9/16" (14) 800 (3.56)

B3690-5 5" (125) 3/8"-16 x 71/2” 5/8"-11 9/16" (14) 800 (3.56)

B3690-6 6" (150) 3/8"-16 x 81/2” 3/4"-10 9/16" (14) 1000 (4.45)

B3690-8 8" (200) 3/8"-16 x 101/2” 7/8"-9 9/16" (14) 1200 (5.34)

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APPROVED COMPONENTS

Complies with Federal Specification WW-H-171EType 3 and Manufacturers' Standardization SocietySP-69 Type3.

Load Bolt Size

Brace AttachmentBolt Size

B3144 SeriesDouble Bolt Pipe Clamp

Nominal Load Bolt Brace Attachment Maximum Design Load For Service Temp.Part No. Pipe Size Size Bolt Size 650°F (343°C) 750°F (399°C)

in. (mm) lbs. (kN) lbs. (kN)

B3144-11/2 11/2" (40) 5/8"-11 x 21/2" 1/2"-13 x 21/2" 1545 (6.87) 1380 (6.14)

B3144-2 2" (50) 5/8"-11 x 21/2" 1/2"-13 x 21/2" 1545 (6.87) 1380 (6.14)

B3144-21/2 21/2" (65) 5/8"-11 x 21/2" 1/2"-13 x 21/2" 1545 (6.87) 1380 (6.14)

B3144-3 3" (80) 5/8"-11 x 21/2" 1/2"-13 x 21/2" 1545 (6.87) 1380 (6.14)

B3144-4 4" (100) 3/4"-10 x 3" 5/8"-11 x 23/4" 2500 (11.12) 2230 (9.92)

B3144-5 5" (125) 3/4"-10 x 3" 5/8"-11 x 23/4" 2500 (11.12) 2230 (9.92)

B3144-6 6" (150) 1"-8 x 31/2" 3/4"-10 x 31/4" 2865 (12.74) 2555 (9.92)

B3144-8 8" (200) 1"-8 x 31/2" 3/4"-10 x 31/4" 2865 (12.74) 2555 (9.92)

B3144-10 10" (250) 1"-8 x 31/2" 3/4"-10 x 31/4" 3240 (14.41) 2890 (12.85)

B3144-12 12" (300) 1"-8 x 31/2" 3/4"-10 x 31/4" 3240 (14.41) 2890 (12.85)

SEISMIC APPROVAL:Transverse and LongitudinalBracing of Pipe or Conduit.

See note D) on page 9 for required tightening torques.

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APPROVED COMPONENTS

'A'(Rod Size)

Complies with Federal Specification WW-H-171EType 44 and Manufacturers' Standardization SocietySP-69 Type 43.

B3110 SeriesAdjustable Steel Yoke Pipe Roll

Nominal Rod Size Axle Maximum Design Part No. Pipe Size 'A' Size O.D. Covering Load

in. (mm) in. (mm) in. (mm) lbs. kN

B3110-2 2" (50) 3/8"-16 3/8" (9.5) 25/8" (67) 150 (.67)

B3110-21/2 21/2" (65) 1/2"-13 1/2" (12.7) 3" (76) 225 (1.00)

B3110-3 3" (80) 1/2"-13 1/2" (12.7) 35/8" (92) 310 (1.38)

B3110-31/2 31/2" (90) 1/2"-13 1/2" (12.7) 41/8" (105) 390 (1.73)

B3110-4 4" (100) 5/8"-11 1/2" (12.7) 411/16" (119) 475 (2.11)

B3110-5 5" (125) 5/8"-11 5/8" (15.9) 53/4" (146) 685 (3.04)

B3110-6 6" (150) 3/4"-10 3/4" (19.0) 63/4" (171) 780 (3.47)

Seismic Approval:Transverse Bracing ofPipe or Conduit.

Axle Size

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APPROVED COMPONENTS

B3140 SeriesSTANDARD PIPE CLAMP

Underwriter's Laboratories Listed for 3/4" (20mm) thru12" (300mm). Complies with Federal Specification WW-H-171E Type 4 and Manufacturers' Standardization Society SP-69 Type 4.

Nominal Bolt Maximum Design Load For Service Temp.Part No. Pipe Size Size 650°F (343°C) 750°F (399°C)

in. (mm) lbs. kN lbs. kN

B3140-1/2 1/2" (15) 5/16"-18 x 11/4" 500 (2.22) 445 (1.98)

B3140-3/4 3/4" (20) 5/16"-18 x 11/4" 500 (2.22) 445 (1.98)

B3140-1 1" (25) 5/16"-18 x 11/4" 500 (2.22) 445 (1.98)

B3140-11/4 11/4" (32) 5/16"-18 x 11/4" 500 (2.22) 445 (1.98)

B3140-11/2 11/2" (40) 5/16"-18 x 11/4" 800 (3.56) 715 (3.18)

B3140-2 2" (50) 1/2"-13 x 2" 1040 (4.62) 930 (4.13)

B3140-21/2 21/2" (65) 1/2"-13 x 2" 1040 (4.62) 930 (4.13)

B3140-3 3" (80) 1/2"-13 x 2" 1040 (4.62) 930 (4.13)

B3140-31/2 31/2" (90) 1/2"-13 x 2" 1040 (4.62) 930 (4.13)

B3140-4 4" (100) 5/8"-11 x 21/4" 1040 (4.62) 930 (4.13)

B3140-5 5" (125) 5/8"-11 x 21/2" 1040 (4.62) 930 (4.13)

B3140-6 6" (150) 3/4"-10 x 23/4" 1615 (7.18) 1440 (6.40)

B3140-8 8" (200) 3/4"-10 x 3" 1615 (7.18) 1440 (6.40)

Seismic Approval:Transverse and LongitudinalBracing of Pipe or Conduit.

Bolt Size


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APPROVED COMPONENTS

'A'(Rod Size)

Hanger RodNot Included

Note: When attaching seismic bracing to clevishanger, install a B3104CTPS Pipe Sleeve over thecross bolt (see Seismic Restraints Brochure). OrderB3104CTPS (Pipe Sleeve) separately.

Finish: Dura-Copper Epoxy Paint.This non-metallic coating eliminates dissimilar metal contact between the hanger and the copper tubing.

Nominal Rod Size Design LoadPart No. Tubing Size 'A'

in. (mm) lbs. (kN)

B3104CT-1/2 1/2" (15) 3/8"-16 150 (0.67)

B3104CT-3/4 3/4" (20) 3/8"-16 250 (1.11)

B3104CT-1 1" (25) 3/8"-16 250 (1.11)

B3104CT-11/4 11/4" (32) 3/8"-16 250 (1.11)

B3104CT-11/2 11/2" (40) 3/8"-16 250 (1.11)

B3104CT-2 2" (50) 3/8"-16 250 (1.11)

B3104CT-21/2 21/2" (65) 1/2"-13 350 (1.55)

B3104CT-3 3" (80) 1/2"-13 350 (1.55)

B3104CT-31/2 31/2" (90) 1/2"-13 350 (1.55)

B3104CT-4 4" (100) 5/8"-11 400 (1.78)

B3104CTCopper Tubing Clevis Hanger

Copper AdjustableTubing Size Clevis Hanger Sleeve

in. (mm) Part No. Part No.*

1/2" (15) B3104CT-1/2 N/A3/4" (20) B3104CT-3/4 N/A

1" (25) B3104CT-1 B3104CTPS-1

11/4" (32) B3104CT-11/4 B3104CTPS-11/4

11/2" (40) B3104CT-11/2 B3104CTPS-11/2

2" (50) B3104CT-2 B3104CTPS-2

21/2" (65) B3104CT-21/2 B3104CTPS-21/2

3" (80) B3104CT-3 B3104CTPS-3

31/2" (90) B3104CT-31/2 B3104CTPS-31/2

4" (100) B3104CT-4 B3104CTPS-4

*Not included when ordering standard B3104CT Series Clevis Hanger.

Seismic Approval:Transverse bracing of copper tubing(insulated or non-insulated).

B3104CTPSPipe Sleeve

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APPROVED COMPONENTS

Approvals: Complies with Federal SpecificationWW-H-171E Type 4 and Manufacturers'Standardization Society SP-69 Type 8.Underwriter's Laboratories Listed for 3/4" (20mm)

thru 8" (200mm) on Standard Riser Clamp only.

Seismic Approval:Transverse and LongitudinalBracing of Steel Pipe &Copper Tubing.

B3373CT - Riser Clamp for Copper Tubing

Bolts and NutsIncluded

Bolt Size

Nominal Design LoadPart No. Tubing Size 'L' Bolt Size lbs. kN

B3373CT-1/2 1/2" (15) 815/16" (227.0) 5/16"-18 x 1" 75 (.33)

B3373CT-3/4 3/4" (20) 91/16" (234.9) 5/16"-18 x 1" 75 (.33)

B3373CT-1 1" (25) 95/16" (236.5) 3/8"-16 x 1" 120 (.53)

B3373CT-11/4 11/4" (32) 99/16" (242.9) 3/8"-16 x 1" 150 (.67)

B3373CT-11/2 11/2" (40) 97/8" (250.8) 3/8"-16 x 11/4" 150 (.67)

B3373CT-2 2" (50) 107/16" (265.1) 3/8"-16 x 11/4" 150 (.67)

B3373CT-21/2 21/2" (65) 1015/16" (277.8) 3/8"-16 x 11/4" 300 (1.33)

B3373CT-3 3" (80) 117/16" (290.5) 3/8"-16 x 11/4" 300 (1.33)

B3373CT-31/2 31/2" (90) 1115/16" (303.2) 3/8"-16 x 11/4" 300 (1.33)

B3373CT-4 4" (100) 121/2" (317.5) 1/2"-13 x 13/4" 300 (1.33)

B3373 - Standard Riser Clamp

Nominal Design LoadPart No. Pipe Size 'L' Bolt Size lbs. kN

B3373-1 1" (25) 99/16" (242.9) 3/8"-16 x 11/4" 255 (1.13)

B3373-11/4 11/4" (32) 10" (254.0) 3/8"-16 x 11/2" 255 (1.13)

B3373-11/2 11/2" (40) 105/16" (261.9) 3/8"-16 x 11/2" 255 (1.13)

B3373-2 2" (50) 103/4" (273.0) 3/8"-16 x 11/2" 255 (1.13)

B3373-21/2 21/2" (65) 111/4" (285.7) 3/8"-16 x 11/2" 390 (1.73)

B3373-3 3" (80) 1115/16" (303.2) 3/8"-16 x 11/2" 530 (2.35)

B3373-31/2 31/2" (90) 123/8" (314.3) 1/2"-13 x 13/4" 670 (2.98)

B3373-4 4" (100) 127/8" (327.0) 1/2"-13 x 13/4" 810 (3.60)

B3373-5 5" (125) 14" (355.6) 1/2"-13 x 2" 1160 (5.16)

B3373-6 6" (150) 151/16" (382.6) 1/2"-13 x 2" 1570 (6.98)

B3373-8 8" (200) 171/4" (438.2) 5/8"-11 x 21/2" 2500 (11.12)

B3373-10 10" (250) 197/16" (493.7) 5/8"-11 x 21/2" 2500 (11.12)

B3373-12 12" (300) 2011/16" (550.9) 5/8"-11 x 3" 2700 (12.01)

'L'

Finish: For B3373CT is Dura-Copper Epoxy Paint.

This non-metallic coatingeliminates dissimilar metal

contact between the hangerand the copper tubing.



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APPROVED COMPONENTSSeismic Approval:Attachment of Pipe, Tubing or Conduitto Transverse and Longitudinal Bracingof Pipe or Conduit.

FL

FT

Includes Slotted Hex HeadMachine Screw and Square Nut

B2000 SeriesPipe & Conduit Clamps

Bolt Bolt Design Loads *Part No. Size Size Torque Vertical FT FL

in. (mm) ft.•lbs. (Nm) lbs. (kN) lbs. (kN) lbs. (kN)

B2001 1/2" (15) 1/4"-20 6 (8.1) 400 (1.78) 75 (0.33) 50 (0.22)

B2002 3/4" (20) 1/4"-20 6 (8.1) 400 (1.78) 100 (0.44) 75 (0.33)

B2003 1" (25) 1/4"-20 6 (8.1) 600 (2.67) 100 (0.44) 75 (0.33)

B2004 11/4" (32) 1/4"-20 6 (8.1) 600 (2.67) 150 (0.67) 150 (0.67)

B2005 11/2" (40) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 150 (0.67)

B2006 2" (50) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 200 (0.89)

B2008 1/2" (15) 1/44"-20 6 (8.1) 400 (1.78) 75 (0.33) 50 (0.22)

B2009 3/4" (20) 1/4"-20 6 (8.1) 600 (2.67) 100 (0.44) 75 (0.33)

B2010 1" (25) 1/4"-20 6 (8.1) 600 (2.67) 100 (0.44) 75 (0.33)

B2011 11/4" (32) 1/4"-20 6 (8.1) 600 (2.67) 150 (0.67) 150 (0.67)

B2012 11/2" (40) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 150 (0.67)

B2013 2" (50) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 200 (0.89)

B2014 21/2" (65) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 200 (0.89)

B2015 3" (80) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 200 (0.89)

B2016 31/2" (90) 5/16"-18 10 (13.5) 1000 (4.45) 350 (1.55) 200 (0.89)

B2017 4" (100) 5/16"-18 10 (13.5) 1000 (4.45) 350 (1.55) 250 (1.11)

B2019 5" (125) 5/16"-18 10 (13.5) 1000 (4.45) 450 (2.00) 250 (1.11)

B2020 6" (150) 3/8"-16 13 (17.6) 1000 (4.45) 450 (2.00) 250 (1.11)

B2026 1/2" (15) 1/4"-20 6 (8.1) 400 (1.78) 75 (0.33) 50 (0.22)

B2028 3/4" (20) 1/4"-20 6 (8.1) 400 (1.78) 100 (0.44) 75 (0.33)

B2030 1" (25) 1/4"-20 6 (8.1) 600 (2.67) 100 (0.44) 75 (0.33)

B2032 11/4" (32) 1/4"-20 6 (8.1) 600 (2.67) 150 (0.67) 150 (0.67)

B2034 11/2" (40) 1/4"-20 6 (8.1) 600 (2.67) 250 (1.11) 150 (0.67)

B2038 2" (50) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 150 (0.67)

B2042 21/2" (65) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 200 (0.89)

B2046 3" (80) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 200 (0.89)

B2050 31/2" (90) 5/16"-18 10 (13.5) 1000 (4.45) 350 (1.55) 200 (0.89)

B2054 4" (100) 5/16"-18 10 (13.5) 1000 (4.45) 350 (1.55) 250 (1.11)

EMTConduit

Sizes

RigidConduit

orPipeSizes

CopperTubingSizes

Vertical Load

FT = Transverse Design Load FL = Longitudinal Design Load * Minimum Safety Factor of 3.0

Design Loads are to be used in orientation as shown for seismic design purposes only.Contact the factory for gravity application design loads.


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APPROVED COMPONENTS

Seismic Approval:Transverse or Longitudinal Brace forPipe or Conduit. Attachment of Pipe orConduit to 12 Ga. (2.6mm) 15/8” (41mm)

Wide Strut.

FT

FL

Vertical Load

Bolts and Channel NutsNot Included

B2400 SeriesStandard Pipe Straps

Bolt Bolt Design Loads *Part No. Size Size Torque Vertical FT FL

in. (mm) ft.•lbs. (Nm) lbs. (kN) lbs. (kN) lbs. (kN)

B2400-1/2 1/2" (15) 1/4"-20 6 (8.1) 600 (2.67) 600 (2.67) 105 (0.47)

B2400-3/4 3/4" (20) 1/4"-20 6 (8.1) 600 (2.67) 600 (2.67) 105 (0.47)

B2400-1 1" (25) 1/4"-20 6 (8.1) 600 (2.67) 600 (2.67) 120 (0.53)

B2400-11/4 11/4" (32) 1/4"-20 6 (8.1) 600 (2.67) 600 (2.67) 120 (0.53)

B2400-11/2 11/2" (40) 1/4"-20 6 (8.1) 600 (2.67) 600 (2.67) 120 (0.53)

B2400-2 2" (50) 3/8"-16 19 (25.4) 1200 (5.34) 1200 (5.34) 200 (0.89)

B2400-21/2 21/2" (65) 3/8"-16 19 (25.4) 1200 (5.34) 1200 (5.34) 200 (0.89)

B2400-3 3" (80) 3/8"-16 19 (25.4) 1200 (5.34) 1200 (5.34) 400 (1.78)

B2400-31/2 31/2" (90) 3/8"-16 19 (25.4) 1200 (5.34) 1200 (5.34) 400 (1.78)

B2400-4 4" (100) 1/2"-13 50 (66.9) 1500 (6.67) 1500 (6.67) 750 (3.33)

B2400-5 5" (125) 1/2"-13 50 (66.9) 1500 (6.67) 1500 (6.67) 750 (3.33)

B2400-6 6" (150) 1/2"-13 50 (66.9) 1500 (6.67) 1500 (6.67) 750 (3.33)

B2400-8 8" (200) 1/2"-13 50 (66.9) 1500 (6.67) 1500 (6.67) 750 (3.33)

B2400-10 10" (250) 1/2"-13 50 (66.9) 1500 (6.67) 1500 (6.67) 750 (3.33)

B2400-12 12" (300) 1/2"-13 50 (66.9) 1500 (6.67) 1500 (6.67) 750 (3.33)

FT = Transverse Design Load FL = Longitudinal Design Load * Minimum Safety Factor of 3.0

Design Loads are to be used in orientation as shown for seismic design purposes only.Contact the factory for gravity application design loads.


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APPROVED COMPONENTS

Material: Steel (Stainless steel available)

Standard Finish: Plain or Electro-Plated

Service: Designed for attaching a hanger rod tothe side of beams or walls.

Ordering: Specify part number and finish.

B3060Side Beam Angle Clip

'A'Hole Size

'B'

'B'

'C'

'D'

'D'

'T'

Hole Size Design LoadPart No. 'A' 'B' 'C' 'D' 'T'

in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kN)

B3060-3/8 7/16" (11.1) 23/16" (55.6) 2" (50.8) 11/4" (31.7) 1/4" (6.3) 305 (1.35)

B3060-1/2 9/16" (14.3) 23/16" (55.6) 2" (50.8) 11/4" (31.7) 1/4" (6.3) 565 (2.51)

B3060-5/8 11/16" (17.5) 2" (50.8) 2" (50.8) 11/4" (31.7) 1/4" (6.3) 909 (4.02)

B3060-3/4 13/16" (20.6) 3" (76.2) 3" (76.2) 13/4" (44.4) 3/8" (9.5) 1355 (6.03)

Material: Steel

Standard Finish: Plain or Electro-Plated Zinc

Service: Designed for suspending hanger rods fromwood structures.

Ordering: Specify part number, rod size, length andfinish.

B3213 SeriesCoach Screw Rod

*3/8 x 31/2” (89mm) and 1/2 x 31/2” (89mm) will have a coach screw thread length of 2" (50.8) and a rod thread length of 1" (25.4).Design Load is based on proper installation and solid wood.

'A'Thread Size

'B'

'C'

Specify 'L'

Coach Screw Rod ThreadThread Standard Rod Lengths Thread Length Length Design Load

Part No. Size 'A' 'L' 'B' 'C'in. (mm) in. (mm) in. (mm) lbs. (kN)

B3213-3/8 x 'L' 3/8"-16 *31/2", 6", 8", 10", 12" (88.9, 152.4, 203.2, 254.0, 304.8) 2" (50.8) 2" (50.8) 390 (1.73)

B3213-1/2 x 'L' 1/2"-13 *31/2", 6", 8", 10", 12" (88.9, 152.4, 203.2, 254.0, 304.8) 21/2" (63.5) 21/2" (63.5) 640 (2.84)

Seismic Approval:Hanger Rod Attachment

Seismic Approval:Hanger Rod Attachment

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APPROVED COMPONENTS

'A'Hole Size

'C'

'B'Hole Spacing

9/16” (14mm)

Hole

3/8”(9mm)

4”(101mm)

6”(152mm)

Material: Steel

Standard Finish: Plain or Electro-Plated Zinc

Service: Designed for brace attachment to the side ofwood beams.


Seismic Approval:Structure Attachment

B3060SWSide Beam Angle Clip for Wood Beams

Hole SizePart No. 'A' 'B' 'C'

in. (mm) in. (mm) in. (mm)

B3060SW-1/2 9/16" (14.3) 2" (50.8) 4" (101.6)

B3060SW-5/8 11/16" (17.5) 21/2" (63.5) 5" (127.0)

B3060SW-3/4 13/16" (20.6) 3" (76.2) 6" (152.4)

B3060SW-1 11/8" (28.6) 4" (101.6) 8" (203.2)

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APPROVED COMPONENTS

Material: Malleable Iron

Standard Finish: Plain

Service: Designed for attaching bolts to the taperof an I-beam or channel flange.


Material: Steel

Standard Finish: Plain

Service: Designed as a heavy-duty washer to suspend hanger rods.

Ordering: Specify part number, rod size and finish.

B3234Bevel Washer

B3248Steel Washer Plate

Specify 'C'

'T'1

'T'2

'A 'A

'T'

'A'APart No. 'A' 'T' “C”in. (mm) in. (mm)

B3248-2 x 2 x 1/4 2" (50.8) 1/4" (6.3)

B3248-3 x 3 x 1/4 3" (76.2) 1/4" (6.3)

B3248-4 x 4 x 1/4 4" (101.6) 1/4" (6.3)

B3248-5 x 5 x 1/4 5" (127.0) 1/4" (6.3)

B3248-6 x 6 x 1/4 6" (152.4) 1/4" (6.3)

B3248-3 x 3 x 3/8 3" (76.2) 3/8" (9.5) Specify

B3248-4 x 4 x 3/8 4" (101.6) 3/8" (9.5) Rod

B3248-5 x 5 x 3/8 5" (127.0) 3/8" (9.5) Size

B3248-6 x 6 x 3/8 6" (152.4) 3/8" (9.5)

B3248-4 x 4 x 1/2 4" (101.6) 1/2" (12.7)

B3248-5 x 5 x 1/2 5" (127.0) 1/2" (12.7)

B3248-6 x 6 x 1/2 6" (152.4) 1/2" (12.7)

B3248-8 x 8 x 1/2 8" (203.2) 1/2" (12.7)

For Bolt HolePart No. Size Diameter 'A' T1 T2

in. (mm) in. (mm) in. (mm) in. (mm)

B3234-3/8 3/8"-16 7/16" (11.1) 11/4" (31.7) 5/32" (3.9) 11/32" (8.7)

B3234-1/2 1/2"-13 9/16" (14.2) 11/4" (31.7) 5/32" (3.9) 11/32" (8.7)

B3234-5/8 5/8"-11 11/16" (17.4) 11/2" (38.1) 5/32" (3.9) 13/32" (10.3)

B3234-3/4 3/4"-10 13/16" (20.6) 11/2" (38.1) 7/32" (5.5) 15/32" (11.9)

B3234-7/8 7/8"-9 15/16" (23.8) 2" (50.8) 7/32" (5.5) 9/16" (14.3)



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APPROVED COMPONENTS

Material: Steel

Standard Finish: Plain or Electro-Plated

Service: Designed to be embedded in concrete forattachment of 3/8"-16 to 1/2"-13 hanger rods.

Ordering: Specify part number, size and finish.

How to Install: Locate and nail to form. Pourconcrete and strip forms when set. Remove colorcoded plug, install rod and lock with jam nut.

B2501Spot Insert

'H'

11/4”(31.7mm)

'A'

Part No. Rod Size 'A' 'H'in. (mm) in. (mm)

B2501-3/8 3/8"-16 315/64" (82.1) 17/8" (47.6)

B2501-1/2 1/2"-13 45/16" (109.5) 17/8" (47.6)


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APPROVED COMPONENTS

Wedge Anchors

Approved for sizes 3/8, 1/2, 5/8 and 3/4 with minimumembedment depth noted on approved details.

Hilti KB-II or approved equal



Material: Steel

Standard Finish: Electro-Plated

Service: Designed to be embedded in concrete forattachment of 3/8”-16 through 7/8”-9 hanger rods.

Ordering: Specify part number and finish for bothspot insert and square nut.

2”(50.8mm)

11/2”(38.1mm)

Material12 Ga.(2.6mm)

19/16”(39.7mm)

Knockoutfor Square Nut

Insertion

31/4”(82.5mm)

B2500Spot Insert

* Order N2500 Nuts Separately

N2500Square Nut

ThreadSize

Part No. 'A'

N2500-1/2 1/2"-13

N2500-5/8 5/8"-11

N2500-3/4 3/4"-10

N2500-7/8 7/8"-9

11/4”(31.7mm)

11/4”(31.7mm)

Thread Size ‘A’

5/16”(7.9mm)

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APPROVED COMPONENTS

Part No. Length Design Load*

in. (mm) lbs. (kN)

B32I-8 8" (203) 1200 (5.34)

B32I-12 12" (305) 2000 (8.89)

B32I-16 16" (406) 2000 (8.89)

B32I-20 20" (508) 2000 (8.89)

B32I-24 24" (609) 2000 (8.89)

B32I-32 32" (813) 2000 (8.89)

B32I-40 40" (914) 2000 (8.89)

B32I-48 48" (1219) 2000 (8.89)

B32I-60 60" (1524) 2000 (8.89)

B32I-72 72" (1829) 2000 (8.89)

B32I-84 84" (2133) 2000 (8.89)

B32I-96 96" (2438) 2000 (8.89)

B32I-108 108" (2743) 2000 (8.89)

B32I-120 120" (3048) 2000 (8.89)

B32I-144 144" (3657) 2000 (8.89)

B32I-168 168" (4267) 2000 (8.89)

B32I-192 192" (4877) 2000 (8.89)

B32I-216 216" (5486) 2000 (8.89)

B32I-240 240" (6096) 2000 (8.89)

CONCRETE INSERT

.188 (4.8mm) Knockoutsfor Nailing Inserts to

Forms

B206 End Caps

B32I-8

B32I-12 thru B32I-240

13/8"(35mm)

15/8"(41mm)

11/2"(38mm)

11/16"(17mm)

3/4"(19mm)

4"(101mm)

Material: 12 Ga. (2.6mm)

Loads concentrated within the last 2" (51mm) ofconcrete inserts 8" (203mm) and longer should notexceed 1000 Lbs. (4.45kN).

Concrete inserts should be secured to forms on16" (406mm) to 24" (609mm) intervals.

B32I continuous concrete inserts are made fromB32 channel. Use channel nuts designed for use inB32 channel.

Styrofoam fillers are supplied with all B32I concreteinserts. B3332 end caps are furnished with insertsthrough 16" (406mm) long, and B206 end caps arefurnished with inserts over 16" (406mm) long.

* Continuous insert allowable load per foot ofinsert - 2000 lbs. (8.89kN) in 3000 psi (20.7MPa)

normal weight concrete.


13/8"(35mm)

15/8"(41mm)

29/16"(65mm)

B3332End Cap

27/8"(73mm)

Styrofoam Filler

StyrofoamFiller

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APPROVED COMPONENTS

Part No. Length Design Load*

in. (mm) lbs. (kN)

B22I-8 8" (203) 1200 (5.34)

B22I-12 12" (305) 2000 (8.89)

B22I-16 16" (406) 2000 (8.89)

B22I-20 20" (508) 2000 (8.89)

B22I-24 24" (609) 2000 (8.89)

B22I-32 32" (813) 2000 (8.89)

B22I-40 40" (914) 2000 (8.89)

B22I-48 48" (1219) 2000 (8.89)

B22I-60 60" (1524) 2000 (8.89)

B22I-72 72" (1829) 2000 (8.89)

B22I-84 84" (2133) 2000 (8.89)

B22I-96 96" (2438) 2000 (8.89)

B22I-108 108" (2743) 2000 (8.89)

B22I-120 120" (3048) 2000 (8.89)

B22I-144 144" (3657) 2000 (8.89)

B22I-168 168" (4267) 2000 (8.89)

B22I-192 192" (4877) 2000 (8.89)

B22I-216 216" (5486) 2000 (8.89)

B22I-240 240" (6096) 2000 (8.89)

CONCRETE INSERT

.188 (4.8mm) Knockoutsfor Nailing Inserts to

Forms

B205 End Caps

B22I-8

B22I-12 thru B22I-240

15/8"(41mm)

15/8"(41mm)

11/2"(38mm)

11/16"(17mm)

3/4"(19mm)

4"(101mm)

Material: 12 Ga. (2.6mm)

Loads concentrated within the last 2" (51mm) ofconcrete inserts 8" (203mm) and longer should notexceed 1000 Lbs. (4.45kN).

Concrete inserts should be secured to forms on16" (406mm) to 24" (609mm) intervals.

B22I continuous concrete inserts are made fromB22 channel. Use channel nuts designed for use inB22 channel.

Styrofoam fillers are supplied with all B22I concreteinserts. B3322 end caps are furnished with insertsthrough 16" (406mm) long, and B205 end caps arefurnished with inserts over 16" (406mm) long.

* Continuous insert allowable load per foot ofinsert - 2000 lbs. (8.89kN) in 3000 psi (20.7MPa)

normal weight concrete.


15/8"(41mm)

15/8"(41mm)

29/16"(65mm)

B3322End Cap

31/8"(79mm)

Styrofoam Filler

StyrofoamFiller

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METRIC CONVERSION CHARTSTo Convert From To Multiply By

Angledegree radian (rad) 1.745329 x 10-2

radian (rad) degree 5.729578 x 10+1

Areafoot2 square meter (m2) 9.290304 x 10-2

inch2 square meter (m2) 6.451600 x 10-4

circular mil square meter (m2) 5.067075 x 10-10

sq. centimeter (cm2) square inch (in2) 1.550003 x 10-1

square meter (m2) foot2 1.076391 x 10+1

square meter (m2) inch2 1.550003 x 10+3

square meter (m2) circular mil 1.973525 x 10+9

Temperaturedegree Fahrenheit degree Celsius t°C = (t°F - 32) / 1.8degree Celsius degree Fahrenheit t°F = 1.8 t°C + 32

Forcepounds-force (lbf) newtons (N) 4.448222

To Convert From To Multiply By

Bending Moment or Torquelbf•ft newton meter (N•m) 1.355818lbf•in newton meter (N•m) 1.129848 x 10-1

N•m lbf•ft 7.375621 x 10-1

N•m lbf•in 8.850748

Masspound (avoirdupois) kilogram (kg) 4.535924 x 10-1

kilogram (kg) pound (avoirdupois) 2.204622

Mass Per Unit Lengthlb/ft kilogram per meter (kg/m) 1.488164lb/in kilogram per meter (kg/m) 1.785797 x 10+1

kg/m lb/ft 6.719689 x 10-1

kg/m lb/in 5.599741 x 10-2

Mass Per Unit Volumelb/ft3 kilogram per cubic meter (kg/m3) 1.601846 x 10+1

lb/in3 kilogram per cubic meter (kg/m3) 2.767990 x 10+4

kg/m3 lb/ft3 6.242797 x 10-2

kg/m3 lb/in3 3.612730 x 10-5

lbs/ft3 lbs/in3 1.728000 x 10+3

Mass Per Area Unitlb/ft2 kilogram per square meter (kg/m2) 4.882428kg/m2 pound per square foot (lb/ft2) 2.048161 x 10-1

Pressure or Stresslbf/in2 (psi) pascal (Pa) 6.894757 x 10+3

kip/in2 (ksi) pascal (Pa) 6.894757 x 10+6

lbf/in2 (psi) megapascals (MPa) 6.894757 x 10-3

pascal (Pa) pound force per sq. inch (psi) 1.450377 x 10-4

pascal (Pa) kip per sq. inch (ksi) 1.450377 x 10-7

To Convert From To Multiply By

Lengthfoot (ft) meter (m) 3.048000 x 10-1

inch (in) meter (m) 2.540000 x 10-2

mil meter (m) 2.540000 x 10-5

inch (in) micrometer (µm) 2.540000 x 10+4

meter (m) foot (ft) 3.280840meter (m) inch (in) 3.937008 x 10+1

meter (m) mil 3.937008 x 10+4

micrometer (µm) inch (in) 3.937008 x 10-5

Volumefoot3 cubic meter (m3) 2.831685 x 10-2

inch3 cubic meter (m3) 1.638706 x 10-5

cubic centimeter (cm3) cubic inch (in3) 6.102374 x 10-2

cubic meter (m3) foot3 3.531466 x 10+1

cubic meter (m3) inch3 6.102376 x 10+4

gallon (U.S. liquid) cubic meter (m3) 3.785412 x 10-3

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APPENDIX - SEISMIC MAP

SEISMIC MAP *

Alaska

3

3

3

3

3

2B

2B

2B

2B

2B

1

1

1

1

11

0

0

0

0

0

0

0

1

1

1

1

1

1

1

1

1

1

2B

2B

2B2B

2A

2A2A

2A

2A

2A

2A

2A

4

4

4

4

4

4

4

3

3

3

3

3

3

4

3

3

Hawaii

Aleutian Islands Puerto Rico

Refer to Figure 16A-2 for California.

* Uniform Building Code

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This Page Has BeenIntentionally Left Blank

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Appendix 1Support Spacing for Single Rod Hanger Piping

Pages 83 - 86 Tables 1 & 2 for Seismic Force Level 0.15g (ASD)






Table 1 - Maximum Hanger Spacing for Steel PipeTable 2 - Maximum Hanger Spacing for Copper Tubing

This Appendix contains bracing tables developed using allowable stress design(ASD) for the following seismic force values (i.e. “g-values”): .15g (ASD),.30g (ASD), .45g (ASD), .50g (ASD), .75g (ASD), and 1.0g (ASD). Thebuilding code uses strength design which can be increased by a factor of 1.4.(See page 1 for further information.) These charts cover the vast majority ofseismic requirements from coast to coast, from Zone 1 to Zone 4 applications,and take into account the many codes which may be referenced for a specificproject.

The seismic zone, building type, and other factors determine the level ofseismic force for a particular project. The project design professional shoulddetermine the correct seismic force value using the appropriate building code andlocal requirements. Use of the correct table is very important to ensure that thecorrect brace spacing and anchorage is provided. See pages 1 - 8 for moreinformation.

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SUPPORT SPACING FOR SINGLE ROD HANGER PIPING

Field Maximum Transverse Maximum Longitudinal Hanger &Hanger Transverse Structure Longitudinal Structure Rod Water

Nominal Spacing Support Connection Support Connection Loads Rod FilledPipe Size See Note 1 Spacing Type Spacing Type See Note 3 Size Weight

in. (mm) ft. (m) ft. (m) See Note 2 ft. (m) See Note 2 lbs. (kN) lbs./ft. (kg/m)

1/2" (15) 5 (1.52) 40 (12.19) I 80 (24.38) I 17 (0.07) 3/8"-16 0.98 (1.46)

1/2" (15) 6 (1.83) 36 (10.98) I 72 (21.94) I 17 (0.07) 3/8"-16 0.98 (1.46)

1/2" (15) 7 (2.13) 35 (10.67) I 70 (21.35) I 17 (0.07) 3/8"-16 0.98 (1.46)

1/2" (15) 8 (2.44) 40 (12.19) I 80 (24.38) I 20 (0.09) 3/8"-16 0.98 (1.46)

1/2" (15) 10 (3.05) 40 (12.19) I 80 (24.38) I 22 (0.10) 3/8"-16 0.98 (1.46)

3/4" (20) 5 (1.52) 40 (12.19) I 80 (24.38) I 23 (0.10) 3/8"-16 1.36 (2.02)

3/4" (20) 6 (1.83) 36 (10.98) I 72 (21.94) I 23 (0.10) 3/8"-16 1.36 (2.02)

3/4" (20) 7 (2.13) 35 (10.67) I 70 (21.35) I 24 (0.10) 3/8"-16 1.36 (2.02)

3/4" (20) 8 (2.44) 40 (12.19) I 80 (24.38) I 28 (0.12) 3/8"-16 1.36 (2.02)

3/4" (20) 10 (3.05) 40 (12.19) I 80 (24.38) I 31 (0.14) 3/8"-16 1.36 (2.02)

1" (25) 5 (1.52) 40 (12.19) I 80 (24.38) I 36 (0.16) 3/8"-16 2.06 (3.06)

1" (25) 6 (1.83) 36 (10.98) I 72 (21.94) I 35 (0.15) 3/8"-16 2.06 (3.06)

1" (25) 7 (2.13) 35 (10.67) I 70 (21.35) I 37 (0.16) 3/8"-16 2.06 (3.06)

1" (25) 8 (2.44) 40 (12.19) I 80 (24.38) I 42 (0.18) 3/8"-16 2.06 (3.06)

1" (25) 10 (3.05) 40 (12.19) I 80 (24.38) I 46 (0.20) 3/8"-16 2.06 (3.06)

11/4" (32) 5 (1.52) 40 (12.19) I 80 (24.38) I 50 (0.22) 3/8"-16 2.92 (4.34)

11/4" (32) 6 (1.83) 36 (10.98) I 72 (21.94) I 50 (0.22) 3/8"-16 2.92 (4.34)

11/4" (32) 7 (2.13) 35 (10.67) I 70 (21.35) I 52 (0.23) 3/8"-16 2.92 (4.34)

11/4" (32) 8 (2.44) 40 (12.19) I 80 (24.38) I 60 (0.26) 3/8"-16 2.92 (4.34)

11/4" (32) 10 (3.05) 40 (12.19) I 80 (24.38) I 66 (0.29) 3/8"-16 2.92 (4.34)

11/2" (40) 5 (1.52) 40 (12.19) I 80 (24.38) I 62 (0.27) 3/8"-16 3.60 (5.36)

11/2" (40) 6 (1.83) 36 (10.98) I 72 (21.94) I 62 (0.27) 3/8"-16 3.60 (5.36)

11/2" (40) 9 (2.74) 36 (10.98) I 72 (21.94) I 73 (0.32) 3/8"-16 3.60 (5.36)

11/2" (40) 10 (3.05) 40 (12.19) I 80 (24.38) I 81 (0.36) 3/8"-16 3.60 (5.36)

11/2" (40) 12 (3.66) 36 (10.98) I 72 (21.94) I 84 (0.37) 3/8"-16 3.60 (5.36)

2" (50) 5 (1.52) 40 (12.19) I 80 (24.38) I 88 (0.39) 3/8"-16 5.10 (7.59)

2" (50) 6 (1.83) 36 (10.98) I 72 (21.94) I 87 (0.38) 3/8"-16 5.10 (7.59)

2" (50) 8 (2.44) 40 (12.19) I 80 (24.38) I 104 (0.46) 3/8"-16 5.10 (7.59)

2" (50) 10 (3.05) 40 (12.19) I 80 (24.38) I 115 (0.51) 3/8"-16 5.10 (7.59)

2" (50) 12 (3.66) 36 (10.98) I 72 (21.94) I 119 (0.53) 3/8"-16 5.10 (7.59)

21/2" (65) 5 (1.52) 40 (12.19) I 80 (24.38) I 136 (0.60) 1/2"-13 7.87 (11.71)

21/2" (65) 6 (1.83) 36 (10.98) I 72 (21.94) I 135 (0.60) 1/2"-13 7.87 (11.71)

21/2" (65) 8 (2.44) 40 (12.19) I 80 (24.38) I 161 (0.71) 1/2"-13 7.87 (11.71)

21/2" (65) 10 (3.05) 40 (12.19) I 80 (24.38) I 177 (0.79) 1/2"-13 7.87 (11.71)

21/2" (65) 12 (3.66) 36 (10.98) I 72 (21.94) I 184 (0.82) 1/2"-13 7.87 (11.71)

Table 1 - Maximum Hanger Spacing for Steel Pipe

Seismic Force Level (g’s) 0.15g (ASD)

Continued on following page.

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SUPPORT SPACING FOR SINGLE ROD HANGER PIPINGField Maximum Transverse Maximum Longitudinal Hanger &

Hanger Transverse Structure Longitudinal Structure Rod WaterNominal Spacing Support Connection Support Connection Loads Rod FilledPipe Size See Note 1 Spacing Type Spacing Type See Note 3 Size Weight


3" (80) 6 (1.83) 36 (10.98) I 72 (21.94) I 184 (0.82) 1/2"-13 10.75 (16.00)

3" (80) 8 (2.44) 40 (12.19) I 80 (24.38) II 219 (0.97) 1/2"-13 10.75 (16.00)

3" (80) 10 (3.05) 40 (12.19) I 80 (24.38) II 242 (1.07) 1/2"-13 10.75 (16.00)

3" (80) 12 (3.66) 36 (10.98) I 72 (21.94) I 252 (1.12) 1/2"-13 10.75 (16.00)

3" (80) 15 (4.57) 30 (9.15) I 60 (18.30) I 266 (1.18) 1/2"-13 10.75 (16.00)

31/2" (90) 6 (1.83) 36 (10.98) I 72 (21.94) II 229 (1.02) 1/2"-13 13.39 (19.92)

31/2" (90) 8 (2.44) 40 (12.19) I 80 (24.38) II 273 (1.21) 1/2"-13 13.39 (19.92)

31/2" (90) 10 (3.05) 40 (12.19) I 80 (24.38) II 301 (1.34) 1/2"-13 13.39 (19.92)

31/2" (90) 12 (3.66) 36 (10.98) I 72 (21.94) II 313 (1.39) 1/2"-13 13.39 (19.92)

31/2" (90) 15 (4.57) 30 (9.15) I 60 (18.30) I 331 (1.47) 1/2"-13 13.39 (19.92)

4" (100) 6 (1.83) 36 (10.98) I 72 (21.94) II 279 (1.24) 5/8"-11 16.31 (24.27)

4" (100) 8 (2.44) 40 (12.19) I 80 (24.38) II 333 (1.48) 5/8"-11 16.31 (24.27)

4" (100) 10 (3.05) 40 (12.19) I 80 (24.38) II 367 (1.63) 5/8"-11 16.31 (24.27)

4" (100) 12 (3.66) 36 (10.98) I 72 (21.94) II 382 (1.70) 5/8"-11 16.31 (24.27)

4" (100) 15 (4.57) 30 (9.15) I 60 (18.30) II 404 (1.79) 5/8"-11 16.31 (24.27)

5" (125) 8 (2.44) 40 (12.19) II 80 (24.38) III 477 (2.12) 5/8"-11 23.39 (34.81)

5" (125) 10 (3.05) 40 (12.19) II 80 (24.38) III 526 (2.34) 5/8"-11 23.39 (34.81)

5" (125) 12 (3.66) 36 (10.98) II 72 (21.94) III 547 (2.43) 5/8"-11 23.39 (34.81)

5" (125) 15 (4.57) 30 (9.15) I 60 (18.30) II 579 (2.57) 5/8"-11 23.39 (34.81)

5" (125) 18 (5.49) 36 (10.98) II 54 (16.47) II 632 (2.81) 5/8"-11 23.39 (34.81)

6" (150) 8 (2.44) 40 (12.19) II 80 (24.38) IV 642 (2.85) 3/4"-10 31.49 (46.86)

6" (150) 10 (3.05) 40 (12.19) II 80 (24.38) IV 709 (3.15) 3/4"-10 31.49 (46.86)

6" (150) 12 (3.66) 36 (10.98) II 72 (21.94) IV 737 (3.28) 3/4"-10 31.49 (46.86)

6" (150) 15 (4.57) 30 (9.15) II 60 (18.30) III 779 (3.46) 3/4"-10 31.49 (46.86)

6" (150) 18 (5.49) 36 (10.98) II 72 (21.94) IV 935 (4.16) 3/4"-10 31.49 (46.86)

8" (200) 8 (2.44) 40 (12.19) III 80 (24.38) V 1025 (4.56) 3/4"-10 50.23 (74.75)

8" (200) 10 (3.05) 40 (12.19) III 80 (24.38) V 1130 (5.02) 3/4"-10 50.23 (74.75)

8" (200) 12 (3.66) 36 (10.98) III 72 (21.94) V 1175 (5.22) 3/4"-10 50.23 (74.75)

8" (200) 15 (4.57) 30 (9.15) III 60 (18.30) IV 1243 (5.53) 3/4"-10 50.23 (74.75)

8" (200) 20 (6.10) 40 (12.19) III 80 (24.38) V 1658 (7.37) 3/4"-10 50.23 (74.75)

10" (250) 8 (2.44) 40 (12.19) IV 56 (17.08) V 1253 (5.57) 7/8"-9 74.60 (111.01)

10" (250) 10 (3.05) 40 (12.19) IV 60 (18.29) V 1455 (6.47) 7/8"-9 74.60 (111.01)

10" (250) 12 (3.66) 36 (10.98) IV 60 (18.29) V 1611 (7.16) 7/8"-9 74.60 (111.01)

10" (250) 15 (4.57) 30 (9.15) IV 60 (18.29) V 1846 (8.21) 7/8"-9 74.60 (111.01)

10" (250) 20 (6.10) 40 (12.19) IV 60 (18.29) V 2238 (9.95) 7/8"-9 74.60 (111.01)

12" (300) 8 (2.44) 40 (12.19) V 40 (12.19) V 1470 (6.54) 7/8"-9 102.10 (151.94)

12" (300) 10 (3.05) 40 (12.19) V 40 (12.19) V 1685 (7.49) 7/8"-9 102.10 (151.94)

12" (300) 12 (3.66) 36 (10.98) V 36 (10.98) V 1838 (8.17) 7/8"-9 102.10 (151.94)

12" (300) 15 (4.57) 30 (9.15) V 45 (13.72) V 2297 (10.22) 7/8"-9 102.10 (151.94)

12" (300) 18 (5.49) 36 (10.98) V 36 (10.98) V 2481 (11.03) 7/8"-9 102.10 (151.94)

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Table 2 - Maximum Hanger Spacing for Copper Tubing


Field Maximum Transverse Maximum Longitudinal Hanger &Nominal Hanger Transverse Structure Longitudinal Structure Rod WaterCopper Spacing Support Connection Support Connection Loads Rod Filled

Tubing Size See Note 1 Spacing Type Spacing Type See Note 3 Size Weightin. (mm) ft. (m) ft. (m) See Note 2 ft. (m) See Note 2 lbs. (kN) lbs./ft. (kg/m)

1/2" (15) 5 (1.52) 25 (7.62) I 50 (15.25) I 5.5 (0.024) 3/8"-16 0.43 (0.64)

1/2" (15) 6 (1.83) 24 (7.32) I 48 (14.64) I 5.8 (0.025) 3/8"-16 0.43 (0.64)

1/2" (15) 7 (2.13) 21 (6.40) I 42 (12.81) I 5.9 (0.026) 3/8"-16 0.43 (0.64)

1/2" (15) 8 (2.44) 24 (7.32) I 48 (14.64) I 6.7 (0.030) 3/8"-16 0.43 (0.64)

1/2" (15) 10 (3.05) 10 (3.05) I 20 (6.10) I 5.8 (0.026) 3/8"-16 0.43 (0.64)

3/4" (20) 5 (1.52) 30 (9.15) I 60 (18.30) I 11.8 (0.052) 3/8"-16 0.83 (1.23)

3/4" (20) 6 (1.83) 30 (9.15) I 60 (18.30) I 12.7 (0.056) 3/8"-16 0.83 (1.23)

3/4" (20) 7 (2.13) 28 (8.54) I 56 (17.08) I 13.1 (0.058) 3/8"-16 0.83 (1.23)

3/4" (20) 8 (2.44) 24 (7.32) I 48 (14.64) I 12.9 (0.057) 3/8"-16 0.83 (1.23)

3/4" (20) 10 (3.05) 20 (6.10) I 40 (12.19) I 13.7 (0.061) 3/8"-16 0.83 (1.23)

1" (25) 5 (1.52) 35 (10.67) I 70 (21.35) I 18.6 (0.083) 3/8"-16 1.18 (1.75)

1" (25) 6 (1.83) 36 (10.98) I 72 (21.94) I 20.2 (0.090) 3/8"-16 1.18 (1.75)

1" (25) 7 (2.13) 35 (10.67) I 70 (21.35) I 21.1 (0.094) 3/8"-16 1.18 (1.75)

1" (25) 8 (2.44) 32 (9.76) I 64 (19.52) I 21.2 (0.094) 3/8"-16 1.18 (1.75)

1" (25) 10 (3.05) 30 (9.15) I 60 (18.30) I 23.0 (0.102) 3/8"-16 1.18 (1.75)

11/4" (32) 5 (1.52) 40 (12.19) I 80 (24.38) I 27.1 (0.120) 3/8"-16 1.57 (2.33)

11/4" (32) 6 (1.83) 36 (10.98) I 72 (21.94) I 26.8 (0.119) 3/8"-16 1.57 (2.33)

11/4" (32) 7 (2.13) 35 (10.67) I 70 (21.35) I 28.0 (0.124) 3/8"-16 1.57 (2.33)

11/4" (32) 8 (2.44) 40 (12.19) I 80 (24.38) I 32.0 (0.142) 3/8"-16 1.57 (2.33)

11/4" (32) 10 (3.05) 30 (9.15) I 60 (18.30) I 30.6 (0.136) 3/8"-16 1.57 (2.33)

11/2" (40) 5 (1.52) 40 (12.19) I 80 (24.38) I 36.2 (0.161) 3/8"-16 2.10 (3.17)

11/2" (40) 6 (1.83) 36 (10.98) I 72 (21.94) I 35.9 (0.159) 3/8"-16 2.10 (3.17)

11/2" (40) 8 (2.44) 40 (12.19) I 80 (24.38) I 42.8 (0.190) 3/8"-16 2.10 (3.17)

11/2" (40) 10 (3.05) 40 (12.19) I 80 (24.38) I 47.2 (0.210) 3/8"-16 2.10 (3.17)

11/2" (40) 12 (3.66) 36 (10.98) I 72 (21.94) I 49.1 (0.218) 3/8"-16 2.10 (3.17)

2" (50) 5 (1.52) 40 (12.19) I 80 (24.38) I 58.1 (0.258) 3/8"-16 3.37 (5.01)

2" (50) 6 (1.83) 36 (10.98) I 72 (21.94) I 57.6 (0.256) 3/8"-16 3.37 (5.01)

2" (50) 8 (2.44) 40 (12.19) I 80 (24.38) I 68.7 (0.305) 3/8"-16 3.37 (5.01)

2" (50) 10 (3.05) 40 (12.19) I 80 (24.38) I 75.8 (0.337) 3/8"-16 3.37 (5.01)

2" (50) 12 (3.66) 36 (10.98) I 72 (21.94) I 78.9 (0.351) 3/8"-16 3.37 (5.01)

21/2" (65) 5 (1.52) 40 (12.19) I 80 (24.38) I 84.9 (0.377) 1/2"-13 4.92 (7.32)

21/2" (65) 6 (1.83) 36 (10.98) I 72 (21.94) I 84.1 (0.374) 1/2"-13 4.92 (7.32)

21/2" (65) 9 (2.74) 36 (10.98) I 72 (21.94) I 99.6 (0.443) 1/2"-13 4.92 (7.32)

21/2" (65) 10 (3.05) 40 (12.19) I 80 (24.38) I 110.7 (0.492) 1/2"-13 4.92 (7.32)

21/2" (65) 12 (3.66) 36 (10.98) I 72 (21.94) I 115.1 (0.512) 1/2"-13 4.92 (7.32)


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Notes:1). Many codes require pipe hangers to be spaced every 10’-0” (3.05m) regardless of size. Check

your local codes. Spacing and capacities are based on water filled standard weight pipe. Closerhanger spacing may be required when additional valves and fittings increase the load. Forelectrical conduit support spacing and weight of conduit filled with conductors information,see B-Line Strut Systems Catalog.

2). The “structure connection type” is the brace anchorage requirement. See pages 23 thru 38 forbrace attachment details

3). The hanger and rod loads indicates the maximum tension in the rod (and hanger) due to gravity and the additional seismic forces. Select a rod attachment detail from pages 39 thru 56 that meets the rod load requirements. Be sure to follow the guidelines on page 57 & 58 to see if a rod stiffener is required, due to the length of the rod. Rod stiffeners, if necessary, are only required at braced locations. Unbraced hangers never require rod stiffeners. Select a pipe hanger from pages 63 thru 71 that meets the hanger load requirements.

4). Braces must be attached within 4 inches (101mm) of hanger, see Figure 5, 6 and 8.

5). Table 1 is for steel pipe. Spacing limitations may exist for other types of pipe. SeeNote E) on page 9.

6). Seismic forces include 1/3 of horizontal seismic force applied in vertical direction.

7). Charts on pages 83 - 86 are for 0.15g (ASD) applications.



3" (80) 5 (1.52) 40 (12.19) I 80 (24.38) I 120.1 (0.534) 1/2"-13 6.96 (10.35)

3" (80) 6 (1.83) 36 (10.98) I 72 (21.94) I 119.0 (0.529) 1/2"-13 6.96 (10.35)

3" (80) 8 (2.44) 40 (12.19) I 80 (24.38) I 142.0 (0.631) 1/2"-13 6.96 (10.35)

3" (80) 10 (3.05) 40 (12.19) I 80 (24.38) I 156.6 (0.696) 1/2"-13 6.96 (10.35)

3" (80) 12 (3.66) 36 (10.98) I 72 (21.94) I 162.9 (0.724) 1/2"-13 6.96 (10.35)

31/2" (90) 5 (1.52) 40 (12.19) I 80 (24.38) I 155.6 (0.692) 1/2"-13 9.02 (13.42)

31/2" (90) 6 (1.83) 36 (10.98) I 72 (21.94) I 154.2 (0.686) 1/2"-13 9.02 (13.42)

31/2" (90) 8 (2.44) 40 (12.19) I 80 (24.38) I 184.0 (0.818) 1/2"-13 9.02 (13.42)

31/2" (90) 10 (3.05) 40 (12.19) I 80 (24.38) I 202.9 (0.902) 1/2"-13 9.02 (13.42)

31/2" (90) 12 (3.66) 36 (10.98) I 72 (21.94) I 211.1 (0.939) 1/2"-13 9.02 (13.42)

4" (100) 6 (1.83) 36 (10.98) I 72 (21.94) II 197.8 (0.880) 1/2"-13 11.57 (17.21)

4" ( 100) 8 (2.44) 40 (12.19) I 80 (24.38) II 236.0 (1.050) 1/2"-13 11.57 (17.21)

4" ( 100) 10 (3.05) 40 (12.19) I 80 (24.38) II 260.3 (1.158) 1/2"-13 11.57 (17.21)

4" ( 100) 12 (3.66) 36 (10.98) I 72 (21.94) II 270.7 (1.204) 1/2"-13 11.57 (17.21)

4" ( 100) 15 (4.57) 30 (9.15) I 60 (18.30) I 286.3 1.273) 1/2"-13 11.57 (17.21)

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SUPPORT SPACING FOR SINGLE ROD HANGER PIPINGTable 1 - Maximum Hanger Spacing for Steel Pipe





1/2" (15) 5 (1.52) 35 (10.67) I 70 (21.35) I 26 (0.115) 3/8"-16 0.98 (1.46)

1/2" (15) 6 (1.83) 30 (9.15) I 60 (18.30) I 24 (0.107) 3/8"-16 0.98 (1.46)

1/2" (15) 7 (2.13) 28 (8.54) I 56 (17.08) I 24 (0.107) 3/8"-16 0.98 (1.46)

1/2" (15) 8 (2.44) 32 (9.76) I 64 (19.52) I 27 (0.120) 3/8"-16 0.98 (1.46)

1/2" (15) 10 (3.05) 30 (9.15) I 60 (18.30) I 28 (0.124) 3/8"-16 0.98 (1.46)

3/4" (20) 5 (1.52) 40 (12.19) I 80 (24.38) I 40 (0.178) 3/8"-16 1.36 (2.02)

3/4" (20) 6 (1.83) 36 (10.98) I 72 (21.94) I 38 (0.169) 3/8"-16 1.36 (2.02)

3/4" (20) 7 (2.13) 35 (10.67) I 70 (21.35) I 39 (0.173) 3/8"-16 1.36 (2.02)

3/4" (20) 8 (2.44) 32 (9.76) I 64 (19.52) I 38 (0.169) 3/8"-16 1.36 (2.02)

3/4" (20) 10 (3.05) 30 (9.15) I 60 (18.30) I 39 (0.173) 3/8"-16 1.36 (2.02)

1" (25) 5 (1.52) 40 (12.19) I 80 (24.38) I 61 (0.271) 3/8"-16 2.06 (3.06)

1" (25) 6 (1.83) 36 (10.98) I 72 (21.94) I 58 (0.258) 3/8"-16 2.06 (3.06)

1" (25) 7 (2.13) 35 (10.67) I 70 (21.35) I 59 (0.262) 3/8"-16 2.06 (3.06)

1" (25) 8 (2.44) 40 (12.19) I 80 (24.38) I 68 (0.302) 3/8"-16 2.06 (3.06)

1" (25) 10 (3.05) 40 (12.19) I 80 (24.38) I 72 (0.320) 3/8"-16 2.06 (3.06)

11/4" (32) 5 (1.52) 40 (12.19) I 80 (24.38) I 86 (0.382) 3/8"-16 2.92 (4.34)

11/4" (32) 6 (1.83) 36 (10.98) I 72 (21.94) I 82 (0.365) 3/8"-16 2.92 (4.34)

11/4" (32) 7 (2.13) 35 (10.67) I 70 (21.35) I 84 (0.373) 3/8"-16 2.92 (4.34)

11/4" (32) 8 (2.44) 40 (12.19) I 80 (24.38) I 96 (0.427) 3/8"-16 2.92 (4.34)

11/4" (32) 10 (3.05) 40 (12.19) I 80 (24.38) I 102 (0.453) 3/8"-16 2.92 (4.34)

11/2" (40) 5 (1.52) 40 (12.19) I 80 (24.38) I 106 (0.471) 3/8"-16 3.60 (5.36)

11/2" (40) 6 (1.83) 36 (10.98) I 72 (21.94) I 102 (0.453) 3/8"-16 3.60 (5.36)

11/2" (40) 9 (2.74) 36 (10.98) I 72 (21.94) I 113 (0.502) 3/8"-16 3.60 (5.36)

11/2" (40) 10 (3.05) 40 (12.19) I 80 (24.38) I 126 (0.560) 3/8"-16 3.60 (5.36)

11/2" (40) 12 (3.66) 36 (10.98) I 72 (21.94) I 125 (0.556) 3/8"-16 3.60 (5.36)

2" (50) 5 (1.52) 40 (12.19) I 80 (24.38) I 150 (0.667) 3/8"-16 5.10 (7.59)

2" (50) 6 (1.83) 36 (10.98) I 72 (21.94) I 144 (0.640) 3/8"-16 5.10 (7.59)

2" (50) 8 (2.44) 40 (12.19) I 80 (24.38) I 167 (0.743) 3/8"-16 5.10 (7.59)

2" (50) 10 (3.05) 40 (12.19) I 80 (24.38) I 178 (0.792) 3/8"-16 5.10 (7.59)

2" (50) 12 (3.66) 36 (10.98) I 72 (21.94) I 177 (0.787) 3/8"-16 5.10 (7.59)

21/2" (65) 5 (1.52) 40 (12.19) I 80 (24.38) II 232 (1.032) 1/2"-13 7.87 (11.71)

21/2" (65) 6 (1.83) 36 (10.98) I 72 (21.94) II 222 (0.987) 1/2"-13 7.87 (11.71)

21/2" (65) 8 (2.44) 40 (12.19) I 80 (24.38) II 258 (1.147) 1/2"-13 7.87 (11.71)

21/2" (65) 10 (3.05) 40 (12.19) I 80 (24.38) II 275 (1.223) 1/2"-13 7.87 (11.71)

21/2" (65) 12 (3.66) 36 (10.98) I 72 (21.94) II 274 (1.219) 1/2"-13 7.87 (11.71)


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3" (80) 6 (1.83) 36 (10.98) I 72 (21.94) III 303 (1.348) 1/2"-13 10.75 (16.00)

3" (80) 8 (2.44) 40 (12.19) II 80 (24.38) III 353 (1.570) 1/2"-13 10.75 (16.00)

3" (80) 10 (3.05) 40 (12.19) II 80 (24.38) III 376 (1.672) 1/2"-13 10.75 (16.00)

3" (80) 12 (3.66) 36 (10.98) I 72 (21.94) III 374 (1.663) 1/2"-13 10.75 (16.00)

3" (80) 15 (4.57) 30 (9.15) I 60 (18.30) II 371 (1.650) 1/2"-13 10.75 (16.00)

31/2" (90) 6 (1.83) 36 (10.98) II 72 (21.94) III 378 (1.681) 1/2"-13 13.39 (19.92)

31/2" (90) 8 (2.44) 40 (12.19) II 80 (24.38) IV 439 (1.952) 1/2"-13 13.39 (19.92)

31/2" (90) 10 (3.05) 40 (12.19) II 80 (24.38) IV 469 (2.086) 1/2"-13 13.39 (19.92)

31/2" (90) 12 (3.66) 36 (10.98) II 72 (21.94) III 466 (2.073) 1/2"-13 13.39 (19.92)

31/2" (90) 15 (4.57) 30 (9.15) II 60 (18.30) III 462 (2.055) 1/2"-13 13.39 (19.92)

4" (100) 6 (1.83) 36 (10.98) II 72 (21.94) III 401 (1.783) 5/8"-11 16.31 (24.27)

4" (100) 8 (2.44) 40 (12.19) II 80 (24.38) III 457 (2.033) 5/8"-11 16.31 (24.27)

4" (100) 10 (3.05) 40 (12.19) II 80 (24.38) III 473 (2.104) 5/8"-11 16.31 (24.27)

4" (100) 12 (3.66) 36 (10.98) II 72 (21.94) III 509 (2.264) 5/8"-11 16.31 (24.27)

4" (100) 15 (4.57) 30 (9.15) II 60 (18.30) III 563 (2.504) 5/8"-11 16.31 (24.27)

5" (125) 8 (2.44) 40 (12.19) III 80 (24.38) IV 635 (2.824) 5/8"-11 23.39 (34.81)

5" (125) 10 (3.05) 40 (12.19) III 80 (24.38) IV 595 (2.646) 5/8"-11 23.39 (34.81)

5" (125) 12 (3.66) 36 (10.98) III 72 (21.94) IV 595 (2.646) 5/8"-11 23.39 (34.81)

5" (125) 15 (4.57) 30 (9.15) III 60 (18.30) IV 595 (2.646) 5/8"-11 23.39 (34.81)

5" (125) 18 (5.49) 36 (10.98) III 72 (21.94) IV 536 (2.384) 5/8"-11 23.39 (34.81)

6" (150) 8 (2.44) 40 (12.19) IV 48 (14.64) IV 731 (3.251) 3/4"-10 31.49 (46.86)

6" (150) 10 (3.05) 40 (12.19) IV 50 (15.25) IV 819 (3.643) 3/4"-10 31.49 (46.86)

6" (150) 12 (3.66) 36 (10.98) IV 48 (14.64) IV 869 (3.865) 3/4"-10 31.49 (46.86)

6" (150) 15 (4.57) 30 (9.15) IV 45 (13.72) IV 945 (4.203) 3/4"-10 31.49 (46.86)

6" (150) 18 (5.49) 36 (10.98) IV 36 (10.98) IV 964 (4.288) 3/4"-10 31.49 (46.86)

8" (200) 8 (2.44) 40 (12.19) V 40 (12.19) V 1045 (4.648) 3/4"-10 50.23 (74.75)

8" (200) 10 (3.05) 40 (12.19) V 40 (12.19) V 1155 (5.137) 3/4"-10 50.23 (74.75)

8" (200) 12 (3.66) 36 (10.98) V 36 (10.98) V 1205 (5.360) 3/4"-10 50.23 (74.75)

8" (200) 15 (4.57) 30 (9.15) IV 45 (13.72) V 1507 (6.703) 3/4"-10 50.23 (74.75)

8" (200) 20 (6.10) 40 (12.19) V 40 (12.19) V 1708 (7.588) 3/4"-10 50.23 (74.75)

10" (250) 8 (2.44) 24 (7.32) V 24 (7.32) V 1194 (5.311) 7/8"-9 74.60 (111.01)

10" (250) 10 (3.05) 30 (9.15) V 30 (9.15) V 1492 (6.636) 7/8"-9 74.60 (111.01)

10" (250) 12 (3.66) 24 (7.32) V 24 (7.32) V 1522 (6.770) 7/8"-9 74.60 (111.01)

10" (250) 15 (4.57) 30 (9.15) V 30 (9.15) V 1902 (8.460) 7/8"-9 74.60 (111.01)

10" (250) 20 (6.10) 20 (6.10) V 20 (6.10) V 2089 (9.292) 7/8"-9 74.60 (111.01)

12" (300) 8 (2.44) 16 (4.88) V 16 (4.88) V 1388 (6.174) 7/8"-9 102.10 (151.94)

12" (300) 10 (3.05) 20 (6.10) V 20 (6.10) V 1736 (7.722) 7/8"-9 102.10 (151.94)

12" (300) 12 (3.66) 12 (3.66) V 12 (3.66) V 1715 (7.628) 7/8"-9 102.10 (151.94)

12" (300) 15 (4.57) 15 (4.57) V 15 (4.57) V 2144 (9.536) 7/8"-9 102.10 (151.94)

12" (300) 16 (4.88) 16 (4.88) V 16 (4.88) V 2287 (10.172) 7/8"-9 102.10 (151.94)

COOPER B-Line



Date:

12 - 9 - 02

Page No.

88

Sheet Number:

of

**SRS2002-OSpg.82-107 (10/02) N 1/3/03 5:19 PM Page 7

SUPPORT SPACING FOR SINGLE ROD HANGER PIPINGTable 2 - Maximum Hanger Spacing for Copper Tubing




1/2" (15) 5 (1.52) 20 (6.10) I 40 (12.19) I 7.5 (0.033) 3/8"-16 0.43 (0.64)

1/2" (15) 6 (1.83) 18 (5.49) I 36 (10.98) I 7.8 (0.033) 3/8"-16 0.43 (0.64)

1/2" (15) 7 (2.13) 14 (4.27) I 28 (8.54) I 6.9 (0.030) 3/8"-16 0.43 (0.64)

1/2" (15) 8 (2.44) 16 (4.88) I 32 (9.76) I 7.9 (0.035) 3/8"-16 0.43 (0.64)

1/2" (15) 10 (3.05) 10 (3.05) I 20 (6.10) I 7.3 (0.032) 3/8"-16 0.43 (0.64)

3/4" (20) 5 (1.52) 20 (6.10) I 40 (12.19) I 14.5 (0.064) 3/8"-16 0.83 (1.23)

3/4" (20) 6 (1.83) 18 (5.49) I 36 (10.98) I 14.4 (0.064) 3/8"-16 0.83 (1.23)

3/4" (20) 7 (2.13) 14 (4.27) I 28 (8.54) I 13.4 (0.059) 3/8"-16 0.83 (1.23)

3/4" (20) 8 (2.44) 16 (4.88) I 32 (9.76) I 15.3 (0.068) 3/8"-16 0.83 (1.23)

3/4" (20) 10 (3.05) 10 (3.05) I 20 (6.10) I 14.1 (0.063) 3/8"-16 0.83 (1.23)

1" (25) 5 (1.52) 25 (7.62) I 50 (15.25) I 24.2 (0.107) 3/8"-16 1.18 (1.75)

1" (25) 6 (1.83) 24 (7.32) I 48 (14.64) I 24.8 (0.110) 3/8"-16 1.18 (1.75)

1" (25) 7 (2.13) 21 (6.40) I 42 (12.81) I 24.0 (0.107) 3/8"-16 1.18 (1.75)

1" (25) 8 (2.44) 24 (7.32) I 48 ( 14.64) I 27.4 (0.122) 3/8"-16 1.18 (1.75)

1" (25) 10 (3.05) 20 (6.10) I 40 (12.19) I 27.1 (0.120) 3/8"-16 1.18 (1.75)

11/4" (32) 5 (1.52) 30 (9.15) I 60 (18.30) I 36.9 (0.164) 3/8"-16 1.57 (2.33)

11/4" (32) 6 (1.83) 24 (7.32) I 48 ( 14.64) I 33.0 (0.147) 3/8"-16 1.57 (2.33)

11/4" (32) 7 (2.13) 28 (8.54) I 56 (17.08) I 38.5 (0.171) 3/8"-16 1.57 (2.33)

11/4" (32) 8 (2.44) 24 (7.32) I 48 ( 14.64) I 36.4 (0.162) 3/8"-16 1.57 (2.33)

11/4" (32) 10 (3.05) 20 (6.10) I 40 (12.19) I 36.1 (0.160) 3/8"-16 1.57 (2.33)

11/2" (40) 5 (1.52) 30 (9.15) I 60 (18.30) I 49.3 (0.219) 3/8"-16 2.10 (3.17)

11/2" (40) 6 (1.83) 30 (9.15) I 60 (18.30) I 51.7 (0.230) 3/8"-16 2.10 (3.17)

11/2" (40) 8 (2.44) 24 (7.32) I 48 ( 14.64) I 48.7 (0.216) 3/8"-16 2.10 (3.17)

11/2" (40) 10 (3.05) 20 (6.10) I 40 (12.19) I 48.3 (0.215) 3/8"-16 2.10 (3.17)

11/2" (40) 12 (3.66) 24 (7.32) I 48 ( 14.64) I 58.0 (0.258) 3/8"-16 2.10 (3.17)

2" (50) 5 (1.52) 35 (10.67) I 70 (22.35) I 89.3 (0.397) 3/8"-16 3.37 (5.01)

2" (50) 6 (1.83) 36 (10.98) I 72 (21.94) I 95.0 (0.422) 3/8"-16 3.37 (5.01)

2" (50) 8 (2.44) 32 (9.76) I 64 (19.52) I 94.4 (0.420) 3/8"-16 3.37 (5.01)

2" (50) 10 (3.05) 30 (9.15) I 60 (18.30) I 97.7 (0.434) 3/8"-16 3.37 (5.01)

2" (50) 12 (3.66) 24 (7.32) I 48 ( 14.64) I 93.0 (0.413) 3/8"-16 3.37 (5.01)

21/2" (65) 5 (1.52) 40 (12.19) I 80 (24.38) I 145.1 (0.645) 1/2"-13 4.92 (7.32)

21/2" (65) 6 (1.83) 36 (10.98) I 72 (21.94) I 138.7 (0.617) 1/2"-13 4.92 (7.32)

21/2" (65) 9 (2.74) 36 (10.98) I 72 (21.94) I 155.0 (0.689) 1/2"-13 4.92 (7.32)

21/2" (65) 10 (3.05) 30 (9.15) I 60 (18.30) I 142.7 (0.635) 1/2"-13 4.92 (7.32)

21/2" (65) 12 (3.66) 24 (7.32) I 48 ( 14.64) I 135.8 (0.604) 1/2"-13 4.92 (7.32)


COOPER B-Line



Date:

12 - 9 - 02

Page No.

89

Sheet Number:

of

**SRS2002-OSpg.82-107 (10/02) N 1/3/03 5:19 PM Page 8














3" (80) 5 (1.52) 40 (12.19) I 80 (24.38) II 205.3 (0.913) 1/2"-13 6.96 (10.35)

3" (80) 6 (1.83) 36 (10.98) I 72 (21.94) II 196.3 (0.873) 1/2"-13 6.96 (10.35)

3" (80) 8 (2.44) 40 (12.19) I 80 (24.38) II 228.3 (1.015) 1/2"-13 6.96 (10.35)

3" (80) 10 (3.05) 40 (12.19) I 80 (24.38) II 243.6 (1.083) 1/2"-13 6.96 (10.35)

3" (80) 12 (3.66) 36 (10.98) I 72 (21.94) II 242.2 (1.077) 1/2"-13 6.96 (10.35)

31/2" (90) 5 (1.52) 40 (12.19) I 80 (24.38) III 266.1 (1.183) 1/2"-13 9.02 (13.42)

31/2" (90) 6 (1.83) 36 (10.98) I 72 (21.94) II 254.4 (1.131) 1/2"-13 9.02 (13.42)

31/2" (90) 8 (2.44) 40 (12.19) I 80 (24.38) III 295.8 (1.316) 1/2"-13 9.02 (13.42)

31/2" (90) 10 (3.05) 40 (12.19) I 80 (24.38) III 315.7 (1.404) 1/2"-13 9.02 (13.42)

31/2" (90) 12 (3.66) 36 (10.98) I 72 (21.94) II 313.9 (1.396) 1/2"-13 9.02 (13.42)

4" (100) 5 (1.52) 40 (12.19) II 80 (24.38) III 341.3 (1.518) 1/2"-13 11.57 (17.21)

4" ( 100) 6 (1.83) 36 (10.98) II 72 (21.94) III 326.3 (1.451) 1/2"-13 11.57 (17.21)

4" ( 100) 8 (2.44) 40 (12.19) II 80 (24.38) III 379.5 (1.688) 1/2"-13 11.57 (17.21)

4" ( 100) 9 (2.74) 36 (10.98) II 72 (21.94) III 364.4 (1.621) 1/2"-13 11.57 (17.21)

4" ( 100) 11 (3.35) 33 (10.06) I 66 (20.13) III 369.1 (1.642) 1/2"-13 11.57 (17.21)

COOPER B-Line



Date:

12 - 9 - 02

Page No.

90

Sheet Number:

of

**SRS2002-OSpg.82-107 (10/02) N 1/3/03 5:19 PM Page 9






1/2" (15) 5 (1.52) 25 (7.62) I 50 (15.24) I 28 (0.124) 3/8"-16 0.98 (1.41)

1/2" (15) 6 (1.83) 24 (7.31) I 48 (14.63) I 28 (0.124) 3/8"-16 0.98 (1.46)

1/2" (15) 7 (2.13) 28 (8.54) I 56 (17.07) I 33 (0.147) 3/8"-16 0.98 (1.46)

1/2" (15) 8 (2.44) 24 (7.31) I 48 (14.63) I 30 (0.133) 3/8"-16 0.98 (1.46)

1/2" (15) 10 (3.05) 20 (6.09) I 40 (12.19) I 29 (0.129) 3/8"-16 0.98 (1.46)

3/4" (20) 5 (1.52) 30 (9.15) I 60 (18.30) I 45 (0.200) 3/8"-16 1.36 (2.02)

3/4" (20) 6 (1.83) 30 (9.15) I 60 (18.30) I 46 (0.204) 3/8"-16 1.36 (2.02)

3/4" (20) 7 (2.13) 28 (8.54) I 56 (17.07) I 45 (0.200) 3/8"-16 1.36 (2.02)

3/4" (20) 8 (2.44) 24 (7.31) I 48 (14.63) I 42 (0.187) 3/8"-16 1.36 (2.02)

3/4" (20) 10 (3.05) 20 (6.09) I 40 (12.19) I 40 (0.178) 3/8"-16 1.36 (2.02)

1" (25) 5 (1.52) 35 (10.67) I 70 (21.35) I 77 (0.342) 3/8"-16 2.06 (3.06)

1" (25) 6 (1.83) 36 (10.98) I 72 (21.94) I 81 (0.360) 3/8"-16 2.06 (3.06)

1" (25) 7 (2.13) 35 (10.67) I 70 (21.35) I 81 (0.360) 3/8"-16 2.06 (3.06)

1" (25) 8 (2.44) 32 (9.75) I 64 (19.51) I 78 (0.347) 3/8"-16 2.06 (3.06)

1" (25) 10 (3.05) 30 (9.15) I 60 (18.30) I 79 (0.351) 3/8"-16 2.06 (3.06)

11/4" (32) 5 (1.52) 40 (12.19) I 80 (24.38) I 122 (0.542) 3/8"-16 2.92 (4.34)

11/4" (32) 6 (1.83) 36 (10.98) I 72 (21.94) I 115 (0.511) 3/8"-16 2.92 (4.34)

11/4" (32) 7 (2.13) 35 (10.67) I 70 (21.35) I 115 (0.511) 3/8"-16 2.92 (4.34)

11/4" (32) 8 (2.44) 40 (12.19) I 80 (24.38) I 132 (0.587) 3/8"-16 2.92 (4.34)

11/4" (32) 10 (3.05) 30 (9.15) I 80 (24.38) I 112 (0.498) 3/8"-16 2.92 (4.34)

11/2" (40) 5 (1.52) 40 (12.19) I 80 (24.38) II 150 (0.667) 3/8"-16 3.60 (5.36)

11/2" (40) 6 (1.83) 36 (10.98) I 72 (21.94) I 141 (0.627) 3/8"-16 3.60 (5.36)

11/2" (40) 9 (2.74) 36 (10.98) I 72 (21.94) I 154 (0.685) 3/8"-16 3.60 (5.36)

11/2" (40) 10 (3.05) 40 (12.19) I 80 (24.38) II 171 (0.760) 3/8"-16 3.60 (5.36)

11/2" (40) 12 (3.66) 36 (10.98) I 72 (21.94) I 166 (0.738) 3/8"-16 3.60 (5.36)

2" (50) 5 (1.52) 40 (12.19) I 80 (24.38) II 213 (0.947) 3/8"-16 5.10 (7.59)

2" (50) 6 (1.83) 36 (10.98) I 72 (21.94) II 200 (0.889) 3/8"-16 5.10 (7.59)

2" (50) 8 (2.44) 40 (12.19) I 80 (24.38) II 231 (1.027) 3/8"-16 5.10 (7.59)

2" (50) 10 (3.05) 40 (12.19) I 80 (24.38) II 242 (1.076) 3/8"-16 5.10 (7.59)

2" (50) 12 (3.66) 36 (10.98) I 72 (21.94) II 236 (1.050) 3/8"-16 5.10 (7.59)

21/2" (65) 5 (1.52) 40 (12.19) II 80 (24.38) II 329 (1.463) 1/2"-13 7.87 (11.71)

21/2" (65) 6 (1.83) 36 (10.98) II 72 (21.94) II 309 (1.374) 1/2"-13 7.87 (11.71)

21/2" (65) 8 (2.44) 40 (12.19) II 80 (24.38) II 356 (1.583) 1/2"-13 7.87 (11.71)

21/2" (65) 10 (3.05) 40 (12.19) II 80 (24.38) II 374 (1.663) 1/2"-13 7.87 (11.71)

21/2" (65) 12 (3.66) 36 (10.98) II 72 (21.94) II 364 (1.619) 1/2"-13 7.87 (11.71)


COOPER B-Line



Date:

12 - 9 - 02

Page No.

91

Sheet Number:

of

**SRS2002-OSpg.82-107 (10/02) N 1/3/03 5:19 PM Page 10




3" (80) 6 (1.83) 36 (10.98) II 72 (21.94) IV 422 (1.877) 1/2"-13 10.75 (16.00)

3" (80) 8 (2.44) 40 (12.19) II 80 (24.38) IV 486 (2.162) 1/2"-13 10.75 (16.00)

3" (80) 10 (3.05) 40 (12.19) II 80 (24.38) IV 511 (2.273) 1/2"-13 10.75 (16.00)

3" (80) 12 (3.66) 36 (10.98) II 72 (21.94) IV 497 (2.211) 1/2"-13 10.75 (16.00)

3" (80) 15 (4.57) 30 (9.15) II 60 (18.30) III 476 (2.117) 1/2"-13 10.75 (16.00)

31/2" (90) 6 (1.83) 36 (10.98) III 72 (21.94) IV 526 (2.340) 1/2"-13 13.39 (19.92)

31/2" (90) 8 (2.44) 40 (12.19) III 80 (24.38) V 605 (2.691) 1/2"-13 13.39 (19.92)

31/2" (90) 10 (3.05) 40 (12.19) III 80 (24.38) V 636 (2.829) 1/2"-13 13.39 (19.92)

31/2" (90) 12 (3.66) 36 (10.98) III 72 (21.94) IV 619 (2.753) 1/2"-13 13.39 (19.92)

31/2" (90) 15 (4.57) 30 (9.15) II 60 (18.30) IV 592 (2.633) 1/2"-13 13.39 (19.92)

4" (100) 6 (1.83) 36 (10.98) III 72 (21.94) V 641 (2.851) 5/8"-11 16.31 (24.27)

4" (100) 8 (2.44) 40 (12.19) III 80 (24.38) V 737 (3.278) 5/8"-11 16.31 (24.27)

4" (100) 10 (3.05) 40 (12.19) III 80 (24.38) V 775 (3.447) 5/8"-11 16.31 (24.27)

4" (100) 12 (3.66) 36 (10.98) III 72 (21.94) V 753 (3.349) 5/8"-11 16.31 (24.27)

4" (100) 15 (4.57) 30 (9.15) III 60 (18.30) IV 722 (3.211) 5/8"-11 16.31 (24.27)

5" (125) 8 (2.44) 40 (12.19) IV 40 (12.19) IV 636 (2.829) 5/8"-11 23.39 (34.81)

5" (125) 10 (3.05) 40 (12.19) IV 40 (12.19) IV 690 (3.069) 5/8"-11 23.39 (34.81)

5" (125) 12 (3.66) 36 (10.98) IV 36 (10.98) IV 702 (3.122) 5/8"-11 23.39 (34.81)

5" (125) 15 (4.57) 30 (9.15) III 45 (13.71) IV 877 (3.901) 5/8"-11 23.39 (34.81)

5" (125) 18 (5.49) 36 (10.98) IV 36 (10.98) IV 863 (3.838) 5/8"-11 23.39 (34.81)

6" (150) 8 (2.44) 32 (9.76) IV 32 (9.76) IV 743 (3.305) 3/4"-10 31.49 (46.86)

6" (150) 10 (3.05) 30 (9.15) IV 30 (9.15) IV 787 (3.500) 3/4"-10 31.49 (46.86)

6" (150) 12 (3.66) 24 (7.32) IV 24 (7.32) IV 775 (3.447) 3/4"-10 31.49 (46.86)

6" (150) 15 (4.57) 30 (9.15) IV 30 (9.15) IV 948 (4.217) 3/4"-10 31.49 (46.86)

6" (150) 18 (5.49) 18 (5.49) IV 18 (5.49) IV 907 (4.034) 3/4"-10 31.49 (46.86)

8" (200) 8 (2.44) 24 (7.32) V 24 (7.32) V 1005 (4.470) 3/4"-10 50.23 (74.75)

8" (200) 10 (3.05) 30 (9.15) V 30 (9.15) V 1256 (5.587) 3/4"-10 50.23 (74.75)

8" (200) 12 (3.66) 24 (7.32) V 24 (7.32) V 1236 (5.498) 3/4"-10 50.23 (74.75)

8" (200) 15 (4.57) 30 (9.15) V 30 (9.15) V 1544 (6.868) 3/4"-10 50.23 (74.75)

8" (200) 20 (6.10) 20 (6.10) V 20 (6.10) V 1607 (7.148) 3/4"-10 50.23 (74.75)

10" (250) 8 (2.44) 16 (4.88) V 16 (4.88) V 1223 (5.440) 7/8"-9 74.60 (111.01)

10" (250) 10 (3.05) 20 (6.10) V 20 (6.10) V 1529 (6.801) 7/8"-9 74.60 (111.01)

10" (250) 12 (3.66) 12 (3.66) V 12 (3.66) V 1432 (6.370) 7/8"-9 74.60 (111.01)

10" (250) 15 (4.57) 15 (4.57) V 15 (4.57) V 1790 (7.962) 7/8"-9 74.60 (111.01)

10" (250) 20 (6.10) 20 (6.10) V 20 (6.10) V 2387 (10.618) 7/8"-9 74.60 (111.01)

12" (300) 8 (2.44) 8 (2.44) V 8 (2.44) V 1307 (5.814) 7/8"-9 102.10 (151.94)

12" (300) 10 (3.05) 10 (3.05) V 10 (3.05) V 1633 (7.264) 7/8"-9 102.10 (151.94)

12" (300) 12 (3.66) 12 (3.66) V 12 (3.66) V 1960 (8.718) 7/8"-9 102.10 (151.94)

12" (300) 15 (4.57) 15 (4.57) V 15 (4.57) V 2450 (10.898) 7/8"-9 102.10 (151.94)

COOPER B-Line



Date:

12 - 9 - 02

Page No.

92

Sheet Number:

of

**SRS2002-OSpg.82-107 (10/02) N 1/3/03 5:19 PM Page 11





1/2" (15) 5 (1.52) 15 (4.57) I 30 (9.14) I 8.3 (0.037) 3/8"-16 0.43 (0.64)

1/2" (15) 6 (1.83) 12 (3.66) I 24 (7.32) I 7.6 (0.034) 3/8"-16 0.43 (0.64)

1/2" (15) 7 (2.13) 14 (4.27) I 28 (8.54) I 8.9 (0.039) 3/8"-16 0.43 (0.64)

1/2" (15) 8 (2.44) 8 (2.44) I 16 (4.88) I 7.1 (0.031) 3/8"-16 0.43 (0.64)

1/2" (15) 10 (3.05) 0 (0.00) I 0 (0.00) I 4.9 (0.022) 3/8"-16 0.43 (0.64)

3/4" (20) 5 (1.52) 15 (4.57) I 30 (9.14) I 16.0 (0.071) 3/8"-16 0.83 (1.23)

3/4" (20) 6 (1.83) 12 (3.66) I 24 (7.32) I 14.7 (0.065) 3/8"-16 0.83 (1.23)

3/4" (20) 7 (2.13) 14 (4.27) I 28 (8.54) I 17.1 (0.076) 3/8"-16 0.83 (1.23)

3/4" (20) 8 (2.44) 8 (2.44) I 16 (4.88) I 13.6 (0.060) 3/8"-16 0.83 (1.23)

3/4" (20) 10 (3.05) 10 (3.05) I 20 (6.10) I 17.0 (0.075) 3/8"-16 0.83 (1.23)

1" (25) 5 (1.52) 20 (6.10) I 40 (12.19) I 28.0 (0.124) 3/8"-16 1.18 (1.75)

1" (25) 6 (1.83) 18 (5.48) I 36 (10.97) I 27.3 (0.121) 3/8"-16 1.18 (1.75)

1" (25) 7 (2.13) 14 (4.27) I 28 (8.54) I 24.4 (0.108) 3/8"-16 1.18 (1.75)

1" (25) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 27.8 (0.123) 3/8"-16 1.18 (1.75)

1" (25) 10 (3.05) 10 (3.05) I 20 (6.10) I 24.2 (0.107) 3/8"-16 1.18 (1.75)

11/4" (32) 5 (1.52) 20 (6.10) I 40 (12.19) I 37.3 (0.166) 3/8"-16 1.57 (2.33)

11/4" (32) 6 (1.83) 24 (7.32) I 48 ( 14.64) I 44.7 (0.199) 3/8"-16 1.57 (2.33)

11/4" (32) 7 (2.13) 21 (6.40) I 42 (12.80) I 42.3 (0.188) 3/8"-16 1.57 (2.33)

11/4" (32) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 37.1 (0.165) 3/8"-16 1.57 (2.33)

11/4" (32) 10 (3.05) 20 (6.10) I 40 (12.19) I 46.3 (0.206) 3/8"-16 1.57 (2.33)

11/2" (40) 5 (1.52) 25 (7.62) I 50 (15.24) I 59.3 (0.264) 3/8"-16 2.10 (3.17)

11/2" (40) 6 (1.83) 24 (7.32) I 48 ( 14.64) I 59.8 (0.266) 3/8"-16 2.10 (3.17)

11/2" (40) 8 (2.44) 24 (7.32) I 48 ( 14.64) I 64.7 (0.288) 3/8"-16 2.10 (3.17)

11/2" (40) 10 (3.05) 20 (6.10) I 40 (12.19) I 61.9 (0.275) 3/8"-16 2.10 (3.17)

11/2" (40) 12 (3.66) 12 (3.66) I 24 (7.32) I 51.7 (0.230) 3/8"-16 2.10 (3.17)

2" (50) 5 (1.52) 30 (9.15) I 60 (18.30) I 110.4 (0.491) 3/8"-16 3.37 (5.01)

2" (50) 6 (1.83) 24 (7.32) I 48 ( 14.64) I 96.0 (0.427) 3/8"-16 3.37 (5.01)

2" (50) 8 (2.44) 24 (7.32) I 48 ( 14.64) I 103.8 (0.462) 3/8"-16 3.37 (5.01)

2" (50) 10 (3.05) 20 (6.10) I 40 (12.19) I 99.4 (0.442) 3/8"-16 3.37 (5.01)

2" (50) 12 (3.66) 24 (7.32) I 48 ( 14.64) I 119.3 (0.530) 3/8"-16 3.37 (5.01)

21/2" (65) 5 (1.52) 30 (9.15) I 55 (16.76) I 150.1 (0.667) 1/2"-13 4.92 (7.32)

21/2" (65) 6 (1.83) 30 (9.15) I 54 (16.46) I 153.5 (0.683) 1/2"-13 4.92 (7.32)

21/2" (65) 9 (2.74) 27 (8.23) I 54 (16.46) I 170.5 (0.758) 1/2"-13 4.92 (7.32)

21/2" (65) 10 (3.05) 30 (9.15) I 50 (15.24) I 167.3 (0.744) 1/2"-13 4.92 (7.32)

21/2" (65) 12 (3.66) 24 (7.32) I 48 ( 14.64) I 174.2 (0.775) 1/2"-13 4.92 (7.32)


COOPER B-Line



Date:

12 - 9 - 02

Page No.

93

Sheet Number:

of

**SRS2002-OSpg.82-107 (10/02) N 1/3/03 5:19 PM Page 12














3" (80) 5 (1.52) 35 (10.67) II 70 (21.33) III 259.3 (1.153) 1/2"-13 6.96 (10.35)

3" (80) 6 (1.83) 30 (9.15) I 60 (18.29) II 235.9 (1.049) 1/2"-13 6.96 (10.35)

3" (80) 8 (2.44) 32 (9.75) II 64 (19.61) II 264.5 (1.176) 1/2"-13 6.96 (10.35)

3" (80) 10 (3.05) 30 (9.15) II 60 (18.29) II 267.9 (1.191) 1/2"-13 6.96 (10.35)

3" (80) 12 (3.66) 24 (7.32) I 48 ( 14.64) II 246.4 (1.096) 1/2"-13 6.96 (10.35)

31/2" (90) 5 (1.52) 35 (10.67) II 70 (21.33) III 336.0 (1.494) 1/2"-13 9.02 (13.42)

31/2" (90) 8 (2.44) 32 (9.75) II 64 (19.61) III 342.7 (1.524) 1/2"-13 9.02 (13.42)

31/2" (90) 10 (3.05) 30 (9.15) II 60 (18.29) III 347.3 (1.545) 1/2"-13 9.02 (13.42)

31/2" (90) 12 (3.66) 24 (7.32) II 48 ( 14.64) II 319.3 (1.420) 1/2"-13 9.02 (13.42)

4" (100) 5 (1.52) 36 (10.98) II 72 (21.94) IV 454.7 (2.022) 1/2"-13 11.57 (17.21)

4" ( 100) 6 (1.83) 32 (9.75) II 64 (19.61) IV 439.6 (1.955) 1/2"-13 11.57 (17.21)

4" ( 100) 8 (2.44) 30 (9.15) II 60 (18.29) III 445.4 (1.981) 1/2"-13 11.57 (17.21)

4" ( 100) 9 (2.74) 36 (10.98) II 72 (21.94) IV 534.5 (2.377) 1/2"-13 11.57 (17.21)

4" ( 100) 11 (3.35) 30 (9.15) II 60 (18.29) III 511.9 (2.277) 1/2"-13 11.57 (17.21)

COOPER B-Line



Date:

12 - 9 - 02

Page No.

94

Sheet Number:

of

**SRS2002-OSpg.82-107 (10/02) N 1/3/03 5:20 PM Page 13






1/2" (15) 5 (1.52) 25 (7.62) I 50 (15.24) I 30 (0.233) 3/8"-16 0.98 (1.46)

1/2" (15) 6 (1.83) 24 (7.32) I 48 (14.63) I 30 (0.233) 3/8"-16 0.98 (1.46)

1/2" (15) 7 (2.13) 21 (6.40) I 42 (12.80) I 29 (0.129) 3/8"-16 0.98 (1.46)

1/2" (15) 8 (2.44) 24 (7.32) I 48 (14.63) I 33 (0.147) 3/8"-16 0.98 (1.46)

1/2" (15) 10 (3.05) 20 (6.10) I 40 (12.19) I 31 (0.138) 3/8"-16 0.98 (1.46)

3/4" (20) 5 (1.52) 30 (9.14) I 60 (18.30) I 49 (0.218) 3/8"-16 1.36 (2.02)

3/4" (20) 6 (1.83) 30 (9.14) I 60 (18.30) I 50 (0.222) 3/8"-16 1.36 (2.02)

3/4" (20) 7 (2.13) 28 (8.53) I 56 (17.07) I 49 (0.218) 3/8"-16 1.36 (2.02)

3/4" (20) 8 (2.44) 24 (7.32) I 48 (14.63) I 45 (0.200) 3/8"-16 1.36 (2.02)

3/4" (20) 10 (3.05) 20 (6.10) I 40 (12.19) I 43 (0.191) 3/8"-16 1.36 (2.02)

1" (25) 5 (1.52) 35 (10.67) I 70 (21.35) I 84 (0.373) 3/8"-16 2.06 (3.06)

1" (25) 6 (1.83) 30 (9.14) I 60 (18.30) I 76 (0.338) 3/8"-16 2.06 (3.06)

1" (25) 7 (2.13) 28 (8.53) I 56 (17.07) I 75 (0.333) 3/8"-16 2.06 (3.06)

1" (25) 8 (2.44) 32 (9.75) I 64 (19.51) I 85 (0.378) 3/8"-16 2.06 (3.06)

1" (25) 10 (3.05) 30 (9.14) I 60 (18.30) I 86 (0.382) 3/8"-16 2.06 (3.06)

11/4" (32) 5 (1.52) 35 (10.67) I 70 (21.35) I 119 (0.529) 3/8"-16 2.92 (4.34)

11/4" (32) 6 (1.83) 36 (10.98) I 72 (21.94) I 126 (0.560) 3/8"-16 2.92 (4.34)

11/4" (32) 7 (2.13) 35 (10.67) I 70 (21.35) I 126 (0.560) 3/8"-16 2.92 (4.34)

11/4" (32) 8 (2.44) 32 (9.75) I 64 (19.51) I 121 (0.538) 3/8"-16 2.92 (4.34)

11/4" (32) 10 (3.05) 30 (9.14) I 60 (18.30) I 122 (0.542) 3/8"-16 2.92 (4.34)

11/2" (40) 5 (1.52) 40 (12.19) I 80 (24.38) II 165 (0.734) 3/8"-16 3.60 (5.36)

11/2" (40) 6 (1.83) 36 (10.98) I 72 (21.94) II 155 (0.689) 3/8"-16 3.60 (5.36)

11/2" (40) 9 (2.74) 36 (10.98) I 72 (21.94) II 167 (0.743) 3/8"-16 3.60 (5.36)

11/2" (40) 10 (3.05) 30 (9.14) I 60 (18.30) I 150 (0.667) 3/8"-16 3.60 (5.36)

11/2" (40) 12 (3.66) 36 (10.98) I 72 (21.94) II 180 (0.800) 3/8"-16 3.60 (5.36)

2" (50) 5 (1.52) 40 (12.19) I 80 (24.38) II 234 (1.041) 3/8"-16 5.10 (7.59)

2" (50) 6 (1.83) 36 (10.98) I 72 (21.94) II 219 (0.974) 3/8"-16 5.10 (7.59)

2" (50) 8 (2.44) 40 (12.19) I 80 (24.38) II 252 (1.121) 3/8"-16 5.10 (7.59)

2" (50) 10 (3.05) 40 (12.19) I 80 (24.38) II 263 (1.170) 3/8"-16 5.10 (7.59)

2" (50) 12 (3.66) 36 (10.98) I 72 (21.94) II 255 (1.134) 3/8"-16 5.10 (7.59)

21/2" (65) 5 (1.52) 40 (12.19) II 80 (24.38) III 361 (1.606) 1/2"-13 7.87 (11.71)

21/2" (65) 6 (1.83) 36 (10.98) II 72 (21.94) III 338 (1.503) 1/2"-13 7.87 (11.71)

21/2" (65) 8 (2.44) 40 (12.19) II 80 (24.38) III 388 (1.726) 1/2"-13 7.87 (11.71)

21/2" (65) 10 (3.05) 40 (12.19) II 80 (24.38) III 407 (1.810) 1/2"-13 7.87 (11.71)

21/2" (65) 12 (3.66) 36 (10.98) II 72 (21.94) III 393 (1.748) 1/2"-13 7.87 (11.71)


COOPER B-Line



Date:

12 - 9 - 02

Page No.

95

Sheet Number:

of

**SRS2002-OSpg.82-107 (10/02) N 1/3/03 5:20 PM Page 14




3" (80) 6 (1.83) 36 (10.98) II 72 (21.94) IV 462 (2.055) 1/2"-13 10.75 (16.00)

3" (80) 8 (2.44) 40 (12.19) III 80 (24.38) IV 530 (2.357) 1/2"-13 10.75 (16.00)

3" (80) 10 (3.05) 40 (12.19) III 80 (24.38) IV 555 (2.469) 1/2"-13 10.75 (16.00)

3" (80) 12 (3.66) 36 (10.98) II 72 (21.94) IV 537 (2.389) 1/2"-13 10.75 (16.00)

3" (80) 15 (4.57) 30 (9.15) II 60 (18.30) IV 511 (2.273) 1/2"-13 10.75 (16.00)

31/2" (90) 6 (1.83) 36 (10.98) III 72 (21.94) V 576 (2.562) 1/2"-13 13.39 (19.92)

31/2" (90) 8 (2.44) 40 (12.19) III 80 (24.38) V 661 (2.940) 1/2"-13 13.39 (19.92)

31/2" (90) 10 (3.05) 40 (12.19) III 80 (24.38) V 692 (3.078) 1/2"-13 13.39 (19.92)

31/2" (90) 12 (3.66) 36 (10.98) III 72 (21.94) V 669 (2.976) 1/2"-13 13.39 (19.92)

31/2" (90) 15 (4.57) 30 (9.15) II 60 (18.30) IV 636 (2.829) 1/2"-13 13.39 (19.92)

4" (100) 6 (1.83) 36 (10.98) III 72 (21.94) V 701 (3.118) 5/8"-11 16.31 (24.27)

4" (100) 8 (2.44) 40 (12.19) IV 80 (24.38) V 805 (3.581) 5/8"-11 16.31 (24.27)

4" (100) 10 (3.05) 40 (12.19) IV 80 (24.38) V 843 (3.750) 5/8"-11 16.31 (24.27)

4" (100) 12 (3.66) 36 (10.98) III 72 (21.94) V 815 (3.625) 5/8"-11 16.31 (24.27)

4" (100) 15 (4.57) 30 (9.15) III 60 (18.30) V 775 (3.447) 5/8"-11 16.31 (24.27)

5" (125) 8 (2.44) 40 (12.19) IV 40 (12.19) V 686 (3.051) 5/8"-11 23.39 (34.81)

5" (125) 10 (3.05) 40 (12.19) IV 40 (12.19) V 741 (3.296) 5/8"-11 23.39 (34.81)

5" (125) 12 (3.66) 36 (10.98) IV 36 (10.98) V 748 (3.327) 5/8"-11 23.39 (34.81)

5" (125) 15 (4.57) 30 (9.15) IV 30 (9.15) V 760 (3.380) 5/8"-11 23.39 (34.81)

5" (125) 18 (5.49) 36 (10.98) IV 36 (10.98) V 912 (4.056) 5/8"-11 23.39 (34.81)

6" (150) 8 (2.44) 24 (7.31) IV 24 (7.31) IV 672 (2.989) 3/4"-10 31.49 (46.86)

6" (150) 10 (3.05) 30 (9.15) IV 30 (9.15) IV 840 (3.736) 3/4"-10 31.49 (46.86)

6" (150) 12 (3.66) 24 (7.31) IV 24 (7.31) IV 819 (3.643) 3/4"-10 31.49 (46.86)

6" (150) 15 (4.57) 30 (9.15) IV 30 (9.15) IV 1023 (4.550) 3/4"-10 31.49 (46.86)

6" (150) 18 (5.49) 18 (5.49) IV 18 (5.49) IV 945 (4.203) 3/4"-10 31.49 (46.86)

8" (200) 8 (2.44) 24 (7.31) V 24 (7.31) V 1072 (4.768) 3/4"-10 50.23 (74.75)

8" (200) 10 (3.05) 20 (6.09) V 20 (6.09) V 1088 (4.839) 3/4"-10 50.23 (74.75)

8" (200) 12 (3.66) 24 (7.31) V 24 (7.31) V 1306 (5.809) 3/4"-10 50.23 (74.75)

8" (200) 15 (4.57) 15 (4.57) V 15 (4.57) V 1256 (6.587) 3/4"-10 50.23 (74.75)

8" (200) 20 (6.10) 20 (6.10) V 20 (6.10) V 1674 (7.446) 3/4"-10 50.23 (74.75)

10" (250) 8 (2.44) 16 (4.88) V 16 (4.88) V 1293 (5.751) 7/8"-9 74.60 (111.01)

10" (250) 10 (3.05) 10 (3.05) V 10 (3.05) V 1243 (5.529) 7/8"-9 74.60 (111.01)

10" (250) 12 (3.66) 12 (3.66) V 12 (3.66) V 1492 (6.637) 7/8"-9 74.60 (111.01)

10" (250) 15 (4.57) 15 (4.57) V 15 (4.57) V 1866 (8.296) 7/8"-9 74.60 (111.01)

10" (250) 18 (5.49) 18 (5.49) V 18 (5.49) V 2238 (9.955) 7/8"-9 74.60 (111.01)

12" (300) 8 (2.44) 8 (2.44) V 8 (2.44) V 1361 (6.054) 7/8"-9 102.10 (151.94)

12" (300) 10 (3.05) 10 (3.05) V 10 (3.05) V 1701 (7.566) 7/8"-9 102.10 (151.94)

12" (300) 12 (3.66) 12 (3.66) V 12 (3.66) V 2042 (9.083) 7/8"-9 102.10 (151.94)

12" (300) 13 (3.96) 13 (3.96) V 13 (3.96) V 2212 (9.839) 7/8"-9 102.10 (151.94)


COOPER B-Line



Date:

12 - 9 - 02

Page No.

96

Sheet Number:

of

**SRS2002-OSpg.82-107 (10/02) N 1/3/03 5:20 PM Page 15





1/2" (15) 5 (1.52) 15 (4.57) I 30 (9.15) I 9.0 (0.040) 3/8"-16 0.43 (0.64)

1/2" (15) 6 (1.83) 12 (3.66) I 24 (7.32) I 8.2 (0.036) 3/8"-16 0.43 (0.64)

1/2" (15) 7 (2.13) 14 (4.27) I 28 (8.54) I 9.5 (0.042) 3/8"-16 0.43 (0.64)

1/2" (15) 8 (2.44) 8 (2.44) I 16 (4.88) I 7.5 (0.033) 3/8"-16 0.43 (0.64)

1/2" (15) 9 (2.74) 9 (2.74) I 18 (5.49) I 8.4 (0.037) 3/8"-16 0.43 (0.64)

3/4" (20) 5 (1.52) 15 (4.57) I 30 (9.15) I 17.3 (0.077) 3/8"-16 0.83 (1.23)

3/4" (20) 6 (1.83) 12 (3.66) I 24 (7.32) I 15.8 (0.070) 3/8"-16 0.83 (1.23)

3/4" (20) 7 (2.13) 14 (4.27) I 28 (8.54) I 18.4 (0.082) 3/8"-16 0.83 (1.23)

3/4" (20) 8 (2.44) 8 (2.44) I 16 (4.88) I 14.4 (0.064) 3/8"-16 0.83 (1.23)

3/4" (20) 10 (3.05) 10 (3.05) I 20 (6.10) I 18.0 (0.080) 3/8"-16 0.83 (1.23)

1" (25) 5 (1.52) 20 (6.10) I 40 (12.19) I 30.5 (0.135) 3/8"-16 1.18 (1.75)

1" (25) 6 (1.83) 18 (5.49) I 36 (10.97) I 29.5 (0.131) 3/8"-16 1.18 (1.75)

1" (25) 7 (2.13) 14 (4.27) I 28 (8.54) I 26.2 (0.116) 3/8"-16 1.18 (1.75)

1" (25) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 29.9 (0.133) 3/8"-16 1.18 (1.75)

1" (25) 10 (3.05) 10 (3.05) I 20 (6.10) I 25.6 (0.114) 3/8"-16 1.18 (1.75)

11/4" (32) 5 (1.52) 20 (6.10) I 40 (12.19) I 40.6 (0.180) 3/8"-16 1.57 (2.33)

11/4" (32) 6 (1.83) 18 (5.49) I 36 (10.97) I 39.2 (0.174) 3/8"-16 1.57 (2.33)

11/4" (32) 7 (2.13) 21 (6.40) I 42 (12.80) I 45.8 (0.204) 3/8"-16 1.57 (2.33)

11/4" (32) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 39.8 (0.177) 3/8"-16 1.57 (2.33)

11/4" (32) 10 (3.05) 10 (3.05) I 20 (6.10) I 34.0 (0.151) 3/8"-16 1.57 (2.33)

11/2" (40) 5 (1.52) 25 (7.62) I 50 (15.24) I 64.7 (0.288) 3/8"-16 2.10 (3.17)

11/2" (40) 6 (1.83) 24 (7.32) I 48 ( 14.64) I 65.1 (0.289) 3/8"-16 2.10 (3.17)

11/2" (40) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 53.2 (0.236) 3/8"-16 2.10 (3.17)

11/2" (40) 10 (3.05) 20 (6.10) I 40 (12.19) I 66.5 (0.296) 3/8"-16 2.10 (3.17)

11/2" (40) 12 (3.66) 12 (3.66) I 24 (7.32) I 54.6 (0.243) 3/8"-16 2.10 (3.17)

2" (50) 5 (1.52) 25 (7.62) I 50 (15.24) I 103.9 (0.462) 3/8"-16 3.37 (5.01)

2" (50) 6 (1.83) 24 (7.32) I 48 ( 14.64) I 104.5 (0.465) 3/8"-16 3.37 (5.01)

2" (50) 8 (2.44) 24 (7.32) I 48 ( 14.64) I 112.3 (0.499) 3/8"-16 3.37 (5.01)

2" (50) 10 (3.05) 20 (6.10) I 40 (12.19) I 106.7 (0.474) 3/8"-16 3.37 (5.01)

2" (50) 12 (3.66) 12 (3.66) I 24 (7.32) I 87.6 (0.389) 3/8"-16 3.37 (5.01)

21/2" (65) 5 (1.52) 30 (9.15) I 60 (18.29) II 176.3 (0.784) 1/2"-13 4.92 (7.32)

21/2" (65) 6 (1.83) 30 (9.15) I 60 (18.29) II 182.0 (0.809) 1/2"-13 4.92 (7.32)

21/2" (65) 9 (2.74) 27 (8.23) I 54 (16.46) II 184.5 (0.820) 1/2"-13 4.92 (7.32)

21/2" (65) 10 (3.05) 20 (6.10) I 40 (12.19) I 155.8 (0.693) 1/2"-13 4.92 (7.32)

21/2" (65) 12 (3.66) 24 (7.32) I 48 ( 14.64) I 187.0 (0.832) 1/2"-13 4.92 (7.32)


COOPER B-Line



Date:

12 - 9 - 02

Page No.

97

Sheet Number:

of

**SRS2002-OSpg.82-107 (10/02) N 1/3/03 5:20 PM Page 16














3" (80) 5 (1.52) 30 (9.15) I 60 (18.29) II 249.4 (1.109) 1/2"-13 6.96 (10.35)

3" (80) 6 (1.83) 30 (9.15) II 60 (18.29) II 257.5 (1.145) 1/2"-13 6.96 (10.35)

3" (80) 8 (2.44) 32 (9.75) II 64 (19.51) III 287.7 (1.279) 1/2"-13 6.96 (10.35)

3" (80) 10 (3.05) 30 (9.15) II 60 (18.29) II 290.0 (1.290) 1/2"-13 6.96 (10.35)

3" (80) 12 (3.66) 24 (7.32) II 48 ( 14.64) II 264.5 (1.176) 1/2"-13 6.96 (10.35)

31/2" (90) 5 (1.52) 35 (10.67) II 70 (21.33) III 368.3 (1.638) 1/2"-13 9.02 (13.42)

31/2" (90) 6 (1.83) 36 (10.98) II 72 (21.94) IV 387.9 (1.725) 1/2"-13 9.02 (13.42)

31/2" (90) 8 (2.44) 32 (9.75) II 64 (19.51) III 372.8 (1.658) 1/2"-13 9.02 (13.42)

31/2" (90) 10 (3.05) 30 (9.15) II 60 (18.29) III 375.8 (1.671) 1/2"-13 9.02 (13.42)

31/2" (90) 12 (3.66) 24 (7.32) II 48 ( 14.64) III 342.7 (1.524) 1/2"-13 9.02 (13.42)

4" (100) 5 (1.52) 40 (12.19) III 70 (21.33) IV 472.4 (2.101) 1/2"-13 11.57 (17.21)

4" ( 100) 6 (1.83) 36 (10.98) II 72 (21.94) IV 497.5 (2.213) 1/2"-13 11.57 (17.21)

4" ( 100) 8 (2.44) 40 (12.19) III 64 (19.51) IV 478.2 (2.127) 1/2"-13 11.57 (17.21)

4" ( 100) 10 (3.05) 36 (10.98) III 60 (18.29) IV 482.1 (2.144) 1/2"-13 11.57 (17.21)

4" ( 100) 12 (3.66) 33 (10.06) II 48 ( 14.64) III 439.6 (1.955) 1/2"-13 11.57 (17.21)

COOPER B-Line



Date:

12 - 9 - 02

Page No.

98

Sheet Number:

of

**SRS2002-OSpg.82-107 (10/02) N 1/3/03 5:20 PM Page 17






1/2" (15) 5 (1.52) 20 (6.10) I 40 (12.19) I 36 (0.161) 3/8"-16 0.98 (1.46)

1/2" (15) 6 (1.83) 18 (5.48) I 36 (10.98) I 34 (0.151) 3/8"-16 0.98 (1.46)

1/2" (15) 7 (2.13) 21 (6.40) I 42 (12.80) I 39 (0.173) 3/8"-16 0.98 (1.46)

1/2" (15) 8 (2.44) 16 (4.88) I 32 (9.75) I 33 (0.147) 3/8"-16 0.98 (1.46)

1/2" (15) 10 (3.05) 10 (3.05) I 20 (6.10) I 27 (0.120) 3/8"-16 0.98 (1.46)

3/4" (20) 5 (1.52) 25 (7.62) I 50 (15.24) I 59 (0.262) 3/8"-16 1.36 (2.02)

3/4" (20) 6 (1.83) 24 (7.32) I 48 (14.63) I 59 (0.262) 3/8"-16 1.36 (2.02)

3/4" (20) 7 (2.13) 21 (6.40) I 42 (12.80) I 55 (0.244) 3/8"-16 1.36 (2.02)

3/4" (20) 8 (2.44) 24 (7.32) I 48 (14.63) I 63 (0.280) 3/8"-16 1.36 (2.02)

3/4" (20) 10 (3.05) 20 (6.10) I 40 (12.19) I 58 (0.258) 3/8"-16 1.36 (2.02)

1" (25) 5 (1.52) 25 (7.62) I 50 (15.24) I 90 (0.400) 3/8"-16 2.06 (3.06)

1" (25) 6 (1.83) 24 (7.32) I 48 (14.63) I 90 (0.400) 3/8"-16 2.06 (3.06)

1" (25) 7 (2.13) 21 (6.40) I 42 (12.80) I 83 (0.369) 3/8"-16 2.06 (3.06)

1" (25) 8 (2.44) 24 (7.32) I 48 (14.63) I 95 (0.422) 3/8"-16 2.06 (3.06)

1" (25) 10 (3.05) 20 (6.10) I 40 (12.19) I 88 (0.391) 3/8"-16 2.06 (3.06)

11/4" (32) 5 (1.52) 30 (9.14) I 60 (18.30) II 150 (0.667) 3/8"-16 2.92 (4.34)

11/4" (32) 6 (1.83) 30 (9.14) I 60 (18.30) II 153 (0.680) 3/8"-16 2.92 (4.34)

11/4" (32) 7 (2.13) 28 (8.53) I 56 (17.07) I 148 (0.658) 3/8"-16 2.92 (4.34)

11/4" (32) 8 (2.44) 24 (7.32) I 48 (14.63) I 134 (0.596) 3/8"-16 2.92 (4.34)

11/4" (32) 10 (3.05) 30 (9.14) I 60 (18.30) II 168 (0.747) 3/8"-16 2.92 (4.34)

11/2" (40) 5 (1.52) 30 (9.14) I 60 (18.30) II 184 (0.818) 3/8"-16 3.60 (5.36)

11/2" (40) 6 (1.83) 30 (9.14) I 60 (18.30) II 189 (0.841) 3/8"-16 3.60 (5.36)

11/2" (40) 9 (2.74) 27 (8.23) I 54 (16.46) II 186 (0.827) 3/8"-16 3.60 (5.36)

11/2" (40) 10 (3.05) 30 (9.14) I 48 (14.63) II 207 (0.921) 3/8"-16 3.60 (5.36)

11/2" (40) 12 (3.66) 24 (7.32) I 60 (18.30) II 184 (0.818) 3/8"-16 3.60 (5.36)

2" (50) 5 (1.52) 35 (10.67) II 70 (21.33) III 300 (1.334) 3/8"-16 5.10 (7.59)

2" (50) 6 (1.83) 36 (10.98) II 72 (21.94) III 314 (1.397) 3/8"-16 5.10 (7.59)

2" (50) 8 (2.44) 32 (9.75) II 64 (19.51) III 296 (1.316) 3/8"-16 5.10 (7.59)

2" (50) 10 (3.05) 30 (9.14) II 60 (18.30) III 293 (1.303) 3/8"-16 5.10 (7.59)

2" (50) 12 (3.66) 24 (7.32) II 48 (14.63) II 260 (1.156) 3/8"-16 5.10 (7.59)

21/2" (65) 5 (1.52) 40 (12.19) III 80 (24.38) IV 521 (2.317) 1/2"-13 7.87 (11.71)

21/2" (65) 6 (1.83) 36 (10.98) III 72 (21.94) IV 484 (2.153) 1/2"-13 7.87 (11.71)

21/2" (65) 8 (2.44) 40 (12.19) III 80 (24.38) IV 551 (2.451) 1/2"-13 7.87 (11.71)

21/2" (65) 10 (3.05) 40 (12.19) III 80 (24.38) IV 571 (2.540) 1/2"-13 7.87 (11.71)

21/2" (65) 12 (3.66) 36 (10.98) III 72 (21.94) IV 543 (2.415) 1/2"-13 7.87 (11.71)


COOPER B-Line



Date:

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Page No.

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**SRS2002-OSpg.82-107 (10/02) N 1/3/03 5:20 PM Page 18





3" (80) 6 (1.83) 36 (10.98) IV 54 (16.46) IV 516 (2.295) 1/2"-13 10.75 (16.00)

3" (80) 8 (2.44) 40 (12.19) IV 56 (17.07) IV 559 (2.486) 1/2"-13 10.75 (16.00)

3" (80) 10 (3.05) 40 (12.19) IV 50 (15.24) IV 537 (2.388) 1/2"-13 10.75 (16.00)

3" (80) 12 (3.66) 36 (10.98) IV 48 (14.63) IV 547 (2.433) 1/2"-13 10.75 (16.00)

3" (80) 15 (4.57) 30 (9.15) IV 45 (13.71) IV 564 (2.508) 1/2"-13 10.75 (16.00)

31/2" (90) 6 (1.83) 36 (10.98) IV 42 (12.81) IV 522 (2.322) 1/2"-13 13.39 (19.92)

31/2" (90) 8 (2.44) 40 (12.19) IV 40 (12.19) IV 536 (2.384) 1/2"-13 13.39 (19.92)

31/2" (90) 10 (3.05) 40 (12.19) IV 40 (12.19) IV 569 (2.531) 1/2"-13 13.39 (19.92)

31/2" (90) 12 (3.66) 36 (10.98) IV 36 (10.98) IV 562 (2.500) 1/2"-13 13.39 (19.92)

31/2" (90) 15 (4.57) 30 (9.15) IV 45 (13.71) IV 703 (3.127) 1/2"-13 13.39 (19.92)

4" (100) 6 (1.83) 36 (10.98) IV 36 (10.98) IV 563 (2.504) 5/8"-11 16.31 (24.27)

4" (100) 8 (2.44) 32 (9.75) IV 32 (9.75) IV 555 (2.468) 5/8"-11 16.31 (24.27)

4" (100) 10 (3.05) 30 (9.15) IV 30 (9.15) IV 571 (2.540) 5/8"-11 16.31 (24.27)

4" (100) 12 (3.66) 36 (10.98) IV 36 (10.98) IV 685 (3.047) 5/8"-11 16.31 (24.27)

4" (100) 15 (4.57) 30 (9.15) IV 30 (9.15) IV 673 (2.993) 5/8"-11 16.31 (24.27)

5" (125) 8 (2.44) 24 (7.31) IV 24 (7.31) IV 655 (2.913) 5/8"-11 23.39 (34.81)

5" (125) 10 (3.05) 20 (6.09) IV 20 (6.09) IV 643 (2.860) 5/8"-11 23.39 (34.81)

5" (125) 12 (3.66) 24 (7.31) IV 24 (7.31) IV 772 (3.434) 5/8"-11 23.39 (34.81)

5" (125) 15 (4.57) 15 (4.57) IV 15 (4.57) IV 702 (3.122) 5/8"-11 23.39 (34.81)

5" (125) 18 (5.49) 18 (5.49) IV 18 (5.49) IV 842 (3.745) 5/8"-11 23.39 (34.81)

6" (150) 8 (2.44) 16 (4.88) IV 16 (4.88) IV 693 (3.082) 3/4"-10 31.49 (46.86)

6" (150) 10 (3.05) 20 (6.09) IV 20 (6.09) IV 866 (3.852) 3/4"-10 31.49 (46.86)

6" (150) 12 (3.66) 12 (3.66) IV 12 (3.66) IV 756 (3.362) 3/4"-10 31.49 (46.86)

6" (150) 15 (4.57) 15 (4.57) IV 15 (4.57) IV 945 (4.203) 3/4"-10 31.49 (46.86)

6" (150) 18 (5.49) 18 (5.49) IV 18 (5.49) IV 1133 (5.040) 3/4"-10 31.49 (46.86)

8" (200) 8 (2.44) 16 (4.88) V 16 (4.88) V 1105 (4.915) 3/4"-10 50.23 (74.75)

8" (200) 10 (3.05) 10 (3.05) V 10 (3.05) V 1004 (4.466) 3/4"-10 50.23 (74.75)

8" (200) 12 (3.66) 12 (3.66) V 12 (3.66) V 1205 (5.360) 3/4"-10 50.23 (74.75)

8" (200) 15 (4.57) 15 (4.57) V 15 (4.57) V 1507 (6.703) 3/4"-10 50.23 (74.75)

8" (200) 18 (5.49) 18 (5.49) V 18 (5.49) V 1808 (8.042) 3/4"-10 50.23 (74.75)

10" (250) 5 (1.52) 10 (3.05) V 10 (3.05) V 1026 (4.564) 7/8"-9 74.60 (111.01)

10" (250) 6 (1.83) 12 (3.66) V 12 (3.66) V 1231 (5.476) 7/8"-9 74.60 (111.01)

10" (250) 8 (2.44) 8 (2.44) V 8 (2.44) V 1193 (5.307) 7/8"-9 74.60 (111.01)

10" (250) 10 (3.05) 10 (3.05) V 10 (3.05) V 1492 (6.637) 7/8"-9 74.60 (111.01)

10" (250) 12 (3.66) 12 (3.66) V 12 (3.66) V 1790 (7.962) 7/8"-9 74.60 (111.01)

12" (300) 5 (1.52) 5 (1.52) V 5 (1.52) V 1021 (4.541) 7/8"-9 102.10 (151.94)

12" (300) 6 (1.83) 6 (1.83) V 6 (1.83) V 1225 (5.449) 7/8"-9 102.10 (151.94)

12" (300) 8 (2.44) 8 (2.44) V 8 (2.44) V 1633 (7.264) 7/8"-9 102.10 (151.94)

12" (300) 9 (2.74) 9 (2.74) V 9 (2.74) V 1838 (8.176) 7/8"-9 102.10 (151.94)

COOPER B-Line



Date:

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Page No.

100

Sheet Number:

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**SRS2002-OSpg.82-107 (10/02) N 1/3/03 5:20 PM Page 19






1/2" (15) 5 (1.52) 10 (3.05) I 20 (6.10) I 9.1 (0.040) 3/8"-16 0.43 (0.64)

1/2" (15) 6 (1.83) 12 (3.66) I 24 (7.32) I 11.0 (0.049) 3/8"-16 0.43 (0.64)

1/2" (15) 7 (2.13) 7 (2.13) I 14 (4.27) I 8.3 (0.037) 3/8"-16 0.43 (0.64)

1/2" (15) 8 (2.44) 8 (2.44) I 16 (4.88) I 9.5 (0.042) 3/8"-16 0.43 (0.64)

3/4" (20) 5 (1.52) 10 (3.05) I 20 (6.10) I 17.6 (0.078) 3/8"-16 0.83 (1.23)

3/4" (20) 6 (1.83) 12 (3.66) I 24 (7.32) I 21.2 (0.094) 3/8"-16 0.83 (1.23)

3/4" (20) 7 (2.13) 7 (2.13) I 14 (4.27) I 16.0 (0.071) 3/8"-16 0.83 (1.23)

3/4" (20) 8 (2.44) 8 (2.44) I 16 (4.88) I 18.3 (0.081) 3/8"-16 0.83 (1.23)

3/4" (20) 10 (3.05) 10 (3.05) I 20 (6.10) I 22.8 (0.101) 3/8"-16 0.83 (1.23)

1" (25) 5 (1.52) 15 (4.57) I 30 (9.15) I 33.9 (0.151) 3/8"-16 1.18 (1.75)

1" (25) 6 (1.83) 12 (3.66) I 24 (7.32) I 30.1 (0.134) 3/8"-16 1.18 (1.75)

1" (25) 7 (2.13) 14 (4.27) I 28 (8.54) I 35.1 (0.156) 3/8"-16 1.18 (1.75)

1" (25) 8 (2.44) 8 (2.44) I 16 (4.88) I 26.0 (0.115) 3/8"-16 1.18 (1.75)

1" (25) 10 (3.05) 10 (3.05) I 20 (6.10) I 32.4 (0.144) 3/8"-16 1.18 (1.75)

11/4" (32) 5 (1.52) 15 (4.57) I 30 (9.15) I 45.1 (0.200) 3/8"-16 1.57 (2.33)

11/4" (32) 6 (1.83) 18 (5.49) I 36 (10.97) I 54.2 (0.241) 3/8"-16 1.57 (2.33)

11/4" (32) 7 (2.13) 14 (4.27) I 28 (8.54) I 46.7 (0.208) 3/8"-16 1.57 (2.33)

11/4" (32) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 53.4 (0.237) 3/8"-16 1.57 (2.33)

11/4" (32) 10 (3.05) 10 (3.05) I 20 (6.10) I 43.2 (0.192) 3/8"-16 1.57 (2.33)

11/2" (40) 5 (1.52) 20 (6.10) I 40 (12.19) I 76.1 (0.338) 3/8"-16 2.10 (3.17)

11/2" (40) 6 (1.83) 18 (5.49) I 36 (10.97) I 72.4 (0.322) 3/8"-16 2.10 (3.17)

11/2" (40) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 71.4 (0.317) 3/8"-16 2.10 (3.17)

11/2" (40) 10 (3.05) 10 (3.05) I 20 (6.10) I 57.7 (0.256) 3/8"-16 2.10 (3.17)

11/2" (40) 12 (3.66) 12 (3.66) I 24 (7.32) I 69.3 (0.308) 3/8"-16 2.10 (3.17)

2" (50) 5 (1.52) 20 (6.10) I 40 (12.19) I 122.2 (0.543) 3/8"-16 3.37 (5.01)

2" (50) 6 (1.83) 18 (5.49) I 36 (10.97) I 116.3 (0.517) 3/8"-16 3.37 (5.01)

2" (50) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 114.6 (0.510) 3/8"-16 3.37 (5.01)

2" (50) 10 (3.05) 20 (6.10) I 40 (12.19) I 143.2 (0.637) 3/8"-16 3.37 (5.01)

2" (50) 12 (3.66) 12 (3.66) I 24 (7.32) I 111.2 (0.494) 3/8"-16 3.37 (5.01)

21/2" (65) 5 (1.52) 25 (7.62) I 50 (15.24) II 215.2 (0.957) 1/2"-13 4.92 (7.32)

21/2" (65) 6 (1.83) 24 (7.32) I 48 ( 14.64) II 214.0 (0.952) 1/2"-13 4.92 (7.32)

21/2" (65) 9 (2.74) 18 (5.49) I 36 (10.97) II 188.2 (0.837) 1/2"-13 4.92 (7.32)

21/2" (65) 10 (3.05) 20 (6.10) I 40 (12.19) II 209.1 (0.930) 1/2"-13 4.92 (7.32)

21/2" (65) 12 (3.66) 12 (3.66) I 24 (7.32) I 162.3 (0.722) 1/2"-13 4.92 (7.32)


COOPER B-Line



Date:

12 - 9 - 02

Page No.

101

Sheet Number:

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5). Table 1 is are for steel pipe. Spacing limitations may exist for other types of pipe. SeeNote E) on page 9.





3" (80) 5 (1.52) 25 (7.62) II 50 (15.24) III 304.5 (1.354) 1/2"-13 6.96 (10.35)

3" (80) 6 (1.83) 24 (7.32) II 48 ( 14.64) III 302.7 (1.346) 1/2"-13 6.96 (10.35)

3" (80) 8 (2.44) 24 (7.32) II 48 ( 14.64) III 320.1 (1.424) 1/2"-13 6.96 (10.35)

3" (80) 10 (3.05) 20 (6.09) II 40 (12.19) II 295.8 (1.316) 1/2"-13 6.96 (10.35)

3" (80) 12 (3.66) 12 (3.66) II 24 (7.32) II 229.7 (1.022) 1/2"-13 6.96 (10.35)

31/2" (90) 5 (1.52) 25 (7.62) II 50 (15.24) IV 394.6 (1.755) 1/2"-13 9.02 (13.42)

31/2" (90) 6 (1.83) 24 (7.32) II 48 ( 14.64) IV 392.4 (1.745) 1/2"-13 9.02 (13.42)

31/2" (90) 8 (2.44) 24 (7.32) III 48 ( 14.64) IV 414.9 (1.845) 1/2"-13 9.02 (13.42)

31/2" (90) 10 (3.05) 20 (6.09) II 40 (12.19) III 383.3 (1.705) 1/2"-13 9.02 (13.42)

31/2" (90) 12 (3.66) 24 (7.32) III 48 ( 14.64) IV 460.0 (2.046) 1/2"-13 9.02 (13.42)

4" (100) 5 (1.52) 30 (9.14) III 60 (18.29) V 592.9 (2.637) 1/2"-13 11.57 (17.21)

4" ( 100) 6 (1.83) 30 (9.14) III 60 (18.29) V 607.4 (2.702) 1/2"-13 11.57 (17.21)

4" ( 100) 8 (2.44) 24 (7.32) III 48 ( 14.64) IV 532.2 (2.367) 1/2"-13 11.57 (17.21)

4" ( 100) 10 (3.05) 20 (6.09) III 40 (12.19) IV 491.7 (2.187) 1/2"-13 11.57 (17.21)

4" ( 100) 12 (3.66) 24 (7.32) III 48 ( 14.64) IV 590.0 (2.624) 1/2"-13 11.57 (17.21)

COOPER B-Line



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Page No.

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Table 1 - Maximum Hanger Spacing for Steel Pipe





1/2" (15) 5 (1.52) 15 (4.57) I 30 (9.14) I 36 (0.160) 3/8"-16 0.98 (1.46)

1/2" (15) 6 (1.83) 18 (5.48) I 36 (10.98) I 43 (0.191) 3/8"-16 0.98 (1.46)

1/2" (15) 7 (2.13) 14 (4.27) I 28 (8.53) I 37 (0.164) 3/8"-16 0.98 (1.46)

1/2" (15) 8 (2.44) 16 (4.88) I 32 (9.75) I 42 (0.187) 3/8"-16 0.98 (1.46)

1/2" (15) 10 (3.05) 10 (3.05) I 20 (6.10) I 33 (0.147) 3/8"-16 0.98 (1.46)

3/4" (20) 5 (1.52) 20 (6.10) I 40 (12.19) I 63 (0.280) 3/8"-16 1.36 (2.02)

3/4" (20) 6 (1.83) 18 (5.48) I 36 (10.98) I 60 (0.267) 3/8"-16 1.36 (2.02)

3/4" (20) 7 (2.13) 21 (6.40) I 42 (12.80) I 70 (0.311) 3/8"-16 1.36 (2.02)

3/4" (20) 8 (2.44) 16 (4.88) I 32 (9.75) I 58 (0.258) 3/8"-16 1.36 (2.02)

3/4" (20) 10 (3.05) 10 (3.05) I 20 (6.10) I 45 (0.200) 3/8"-16 1.36 (2.02)

1" (25) 5 (1.52) 20 (6.10) I 40 (12.19) I 96 (0.427) 3/8"-16 2.06 (3.06)

1" (25) 6 (1.83) 24 (7.32) I 48 (14.63) I 118 (0.511) 3/8"-16 2.06 (3.06)

1" (25) 7 (2.13) 21 (6.40) I 42 (12.80) I 106 (0.471) 3/8"-16 2.06 (3.06)

1" (25) 8 (2.44) 16 (4.88) I 32 (9.75) I 88 (0.391) 3/8"-16 2.06 (3.06)

1" (25) 10 (3.05) 20 (6.10) I 40 (12.19) I 110 (0.489) 3/8"-16 2.06 (3.06)

11/4" (32) 5 (1.52) 25 (7.62) I 50 (15.24) II 165 (0.734) 3/8"-16 2.92 (4.34)

11/4" (32) 6 (1.83) 24 (7.32) I 48 (14.63) II 164 (0.729) 3/8"-16 2.92 (4.34)

11/4" (32) 7 (2.13) 21 (6.40) I 42 (12.80) I 150 (0.667) 3/8"-16 2.92 (4.34)

11/4" (32) 8 (2.44) 24 (7.32) I 48 (14.63) II 171 (0.760) 3/8"-16 2.92 (4.34)

11/4" (32) 10 (3.05) 20 (6.10) I 40 (12.19) I 156 (0.694) 3/8"-16 2.92 (4.34)

11/2" (40) 5 (1.52) 25 (7.62) I 50 (15.24) II 204 (0.907) 3/8"-16 3.60 (5.36)

11/2" (40) 6 (1.83) 24 (7.32) I 48 (14.63) II 202 (0.898) 3/8"-16 3.60 (5.36)

11/2" (40) 9 (2.74) 27 (8.23) I 54 (16.46) II 238 (1.058) 3/8"-16 3.60 (5.36)

11/2" (40) 10 (3.05) 20 (6.10) I 40 (12.19) II 192 (0.854) 3/8"-16 3.60 (5.36)

11/2" (40) 12 (3.66) 24 (7.32) I 48 (14.63) II 230 (1.023) 3/8"-16 3.60 (5.36)

2" (50) 5 (1.52) 30 (9.14) II 60 (18.30) III 340 (1.512) 3/8"-16 5.10 (7.59)

2" (50) 6 (1.83) 30 (9.14) II 60 (18.30) III 347 (1.543) 3/8"-16 5.10 (7.59)

2" (50) 8 (2.44) 24 (7.32) II 48 (14.63) III 299 (1.330) 3/8"-16 5.10 (7.59)

2" (50) 10 (3.05) 30 (9.14) II 60 (18.30) III 374 (1.663) 3/8"-16 5.10 (7.59)

2" (50) 12 (3.66) 24 (7.32) II 48 (14.63) III 326 (1.450) 3/8"-16 5.10 (7.59)

21/2" (65) 5 (1.52) 35 (10.67) III 70 (21.33) V 603 (2.682) 1/2"-13 7.87 (11.71)

21/2" (65) 6 (1.83) 36 (10.98) III 72 (21.94) V 630 (2.802) 1/2"-13 7.87 (11.71)

21/2" (65) 8 (2.44) 32 (9.75) III 64 (19.51) V 588 (2.615) 1/2"-13 7.87 (11.71)

21/2" (65) 10 (3.05) 30 (9.14) III 60 (18.30) IV 577 (2.566) 1/2"-13 7.87 (11.71)

21/2" (65) 12 (3.66) 24 (7.32) III 48 (14.63) IV 504 (2.242) 1/2"-13 7.87 (11.71)


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3" (80) 6 (1.83) 36 (10.98) IV 60 (18.30) V 731 (3.251) 1/2"-13 10.75 (16.00)

3" (80) 8 (2.44) 32 (9.75) IV 64 (19.51) V 803 (3.572) 1/2"-13 10.75 (16.00)

3" (80) 10 (3.05) 30 (9.15) IV 60 (18.30) V 788 (3.505) 1/2"-13 10.75 (16.00)

3" (80) 12 (3.66) 36 (10.98) IV 60 (18.30) V 817 (3.634) 1/2"-13 10.75 (16.00)

3" (80) 15 (4.57) 30 (9.15) IV 60 (18.30) V 860 (3.825) 1/2"-13 10.75 (16.00)

31/2" (90) 6 (1.83) 36 (10.98) V 48 (14.63) V 750 (3.336) 1/2"-13 13.39 (19.92)

31/2" (90) 8 (2.44) 40 (12.19) V 48 (14.63) V 786 (3.496) 1/2"-13 13.39 (19.92)

31/2" (90) 10 (3.05) 40 (12.19) V 50 (15.24) V 848 (3.772) 1/2"-13 13.39 (19.92)

31/2" (90) 12 (3.66) 36 (10.98) V 48 (14.63) V 857 (3.812) 1/2"-13 13.39 (19.92)

31/2" (90) 15 (4.57) 30 (9.15) IV 45 (13.71) V 870 (3.870) 1/2"-13 13.39 (19.92)

4" (100) 6 (1.83) 36 (10.98) V 42 (12.80) V 815 (3.625) 5/8"-11 16.31 (24.27)

4" (100) 8 (2.44) 40 (12.19) V 40 (12.19) V 826 (3.674) 5/8"-11 16.31 (24.27)

4" (100) 10 (3.05) 40 (12.19) V 40 (12.19) V 870 (3.870) 5/8"-11 16.31 (24.27)

4" (100) 12 (3.66) 36 (10.98) V 36 (10.98) V 848 (3.772) 5/8"-11 16.31 (24.27)

4" (100) 15 (4.57) 30 (9.15) V 30 (9.15) V 815 (3.625) 5/8"-11 16.31 (24.27)

5" (125) 8 (2.44) 24 (7.31) V 24 (7.31) V 811 (3.607) 5/8"-11 23.39 (34.81)

5" (125) 10 (3.05) 20 (6.09) V 20 (6.09) V 780 (3.469) 5/8"-11 23.39 (34.81)

5" (125) 12 (3.66) 24 (7.31) V 24 (7.31) V 936 (4.163) 5/8"-11 23.39 (34.81)

5" (125) 15 (4.57) 15 (4.57) V 15 (4.57) V 819 (3.643) 5/8"-11 23.39 (34.81)

5" (125) 18 (5.49) 18 (5.49) V 18 (5.49) V 982 (4.368) 5/8"-11 23.39 (34.81)

6" (150) 8 (2.44) 16 (4.88) V 16 (4.88) V 840 (3.736) 3/4"-10 31.49 (46.86)

6" (150) 10 (3.05) 20 (6.09) V 20 (6.09) V 1050 (4.670) 3/4"-10 31.49 (46.86)

6" (150) 12 (3.66) 12 (3.66) V 12 (3.66) V 1882 (3.923) 3/4"-10 31.49 (46.86)

6" (150) 15 (4.57) 15 (4.57) V 15 (4.57) V 1102 (4.902) 3/4"-10 31.49 (46.86)

6" (150) 18 (5.49) 18 (5.49) V 18 (5.49) V 1322 (5.880) 3/4"-10 31.49 (46.86)

8" (200) 5 (2.44) 10 (3.05) V 10 (3.05) V 837 (3.723) 3/4"-10 50.23 (74.75)

8" (200) 6 (3.05) 12 (3.66) V 12 (3.66) V 1004 (4.466) 3/4"-10 50.23 (74.75)

8" (200) 8 (3.66) 8 (2.44) V 8 (2.44) V 937 (4.168) 3/4"-10 50.23 (74.75)

8" (200) 10 (4.57) 10 (3.05) V 10 (3.05) V 1172 (5.213) 3/4"-10 50.23 (74.75)

8" (200) 12 (5.49) 12 (3.66) V 12 (3.66) V 1406 (6.254) 3/4"-10 50.23 (74.75)

10" (250) 5 (1.52) 5 (1.52) V 5 (1.52) V 870 (3.870) 7/8"-9 74.60 (111.01)

10" (250) 6 (1.83) 6 (1.83) V 6 (1.83) V 1044 (4.644) 7/8"-9 74.60 (111.01)

10" (250) 8 (2.44) 8 (2.44) V 8 (2.44) V 1392 (6.192) 7/8"-9 74.60 (111.01)

10" (250) 9 (2.74) 9 (2.74) V 9 (2.74) V 1566 (6.966) 7/8"-9 74.60 (111.01)

12" (300) 4 (1.22) 4 (1.22) V 4 (1.22) V 953 (4.239) 7/8"-9 102.10 (151.94)

12" (300) 5 (1.52) 5 (1.52) V 5 (1.52) V 1191 (5.298) 7/8"-9 102.10 (151.94)

12" (300) 6 (1.83) 6 (1.83) V 6 (1.83) V 1429 (6.356) 7/8"-9 102.10 (151.94)

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1/2" (15) 5 (1.52) 10 (3.05) I 20 (6.10) I 11.5 (0.051) 3/8"-16 0.43 (0.64)

1/2" (15) 6 (1.83) 6 (1.83) I 12 (3.66) I 8.6 (0.038) 3/8"-16 0.43 (0.64)

1/2" (15) 7 (2.13) 7 (2.13) I 14 (4.27) I 10.0 (0.044) 3/8"-16 0.43 (0.64)

1/2" (15) 8 (2.44) 8 (2.44) I 16 (4.88) I 11.5 (0.051) 3/8"-16 0.43 (0.64)

3/4" (20) 5 (1.52) 10 (3.05) I 20 (6.10) I 22.1 (0.098) 3/8"-16 0.83 (1.23)

3/4" (20) 6 (1.83) 6 (1.83) I 12 (3.66) I 16.6 (0.074) 3/8"-16 0.83 (1.23)

3/4" (20) 7 (2.13) 7 (2.13) I 14 (4.27) I 19.4 (0.086) 3/8"-16 0.83 (1.23)

3/4" (20) 8 (2.44) 8 (2.44) I 16 (4.88) I 22.1 (0.098) 3/8"-16 0.83 (1.23)

1" (25) 5 (1.52) 10 (3.05) I 20 (6.10) I 31.5 (0.140) 3/8"-16 1.18 (1.75)

1" (25) 6 (1.83) 12 (3.66) I 24 (7.32) I 37.8 (0.168) 3/8"-16 1.18 (1.75)

1" (25) 7 (2.13) 7 (2.13) I 14 (4.27) I 27.5 (0.122) 3/8"-16 1.18 (1.75)

1" (25) 8 (2.44) 8 (2.44) I 16 (4.88) I 31.5 (0.140) 3/8"-16 1.18 (1.75)

1" (25) 10 (3.05) 10 (3.05) I 20 (6.10) I 39.3 (0.175) 3/8"-16 1.18 (1.75)

11/4" (32) 5 (1.52) 15 (4.57) I 30 (9.15) I 57.6 (0.256) 3/8"-16 1.57 (2.33)

11/4" (32) 6 (1.83) 12 (3.66) I 24 (7.32) I 50.2 (0.223) 3/8"-16 1.57 (2.33)

11/4" (32) 7 (2.13) 14 (4.27) I 28 (8.54) I 58.6 (0.260) 3/8"-16 1.57 (2.33)

11/4" (32) 8 (2.44) 8 (2.44) I 16 (4.88) I 41.9 (0.186) 3/8"-16 1.57 (2.33)

11/4" (32) 10 (3.05) 10 (3.05) I 20 (6.10) I 52.3 (0.232) 3/8"-16 1.57 (2.33)

11/2" (40) 5 (1.52) 15 (4.57) I 30 (9.15) I 77.0 (0.342) 3/8"-16 2.10 (3.17)

11/2" (40) 6 (1.83) 12 (3.66) I 24 (7.32) I 67.2 (0.299) 3/8"-16 2.10 (3.17)

11/2" (40) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 89.6 (0.398) 3/8"-16 2.10 (3.17)

11/2" (40) 10 (3.05) 10 (3.05) I 20 (6.10) I 70.0 (0.311) 3/8"-16 2.10 (3.17)

11/2" (40) 12 (3.66) 12 (3.66) I 24 (7.32) I 84.0 (0.373) 3/8"-16 2.10 (3.17)

2" (50) 5 (1.52) 20 (6.10) I 35 (10.67) I 140.4 (0.624) 3/8"-16 3.37 (5.01)

2" (50) 6 (1.83) 18 (5.49) I 36 (10.97) I 148.3 (0.659) 3/8"-16 3.37 (5.01)

2" (50) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 143.8 (0.639) 3/8"-16 3.37 (5.01)

2" (50) 10 (3.05) 10 (3.05) I 20 (6.10) I 112.3 (0.499) 3/8"-16 3.37 (5.01)

2" (50) 12 (3.66) 12 (3.66) I 24 (7.32) I 134.8 (0.599) 3/8"-16 3.37 (5.01)

21/2" (65) 5 (1.52) 20 (6.10) I 40 (12.19) II 229.6 (1.021) 1/2"-13 4.92 (7.32)

21/2" (65) 6 (1.83) 18 (5.49) I 36 (10.97) II 216.5 (0.963) 1/2"-13 4.92 (7.32)

21/2" (65) 9 (2.74) 18 (5.49) II 36 (10.97) II 236.1 (1.050) 1/2"-13 4.92 (7.32)

21/2" (65) 10 (3.05) 20 (6.10) II 40 (12.19) II 262.4 (1.167) 1/2"-13 4.92 (7.32)

21/2" (65) 12 (3.66) 12 (3.66) I 24 (7.32) I 196.8 (0.875) 1/2"-13 4.92 (7.32)


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7). Charts on pages 103 - 106 are for 1.00g applications.



3" (80) 5 (1.52) 20 (6.09) II 40 (12.19) III 324.8 (1.445) 1/2"-13 6.96 (10.35)

3" (80) 6 (1.83) 18 (5.49) II 36 (10.97) III 306.2 (1.362) 1/2"-13 6.96 (10.35)

3" (80) 8 (2.44) 16 (4.88) II 32 ( 9.75) III 296.9 (1.320) 1/2"-13 6.96 (10.35)

3" (80) 10 (3.05) 20 (6.09) II 40 (12.19) III 371.2 (1.651) 1/2"-13 6.96 (10.35)

3" (80) 12 (3.66) 12 (3.66) II 24 (7.32) II 278.4 (1.238) 1/2"-13 6.96 (10.35)

31/2" (90) 5 (1.52) 25 (7.62) III 50 (15.24) IV 511.1 (2.273) 1/2"-13 9.02 (13.42)

31/2" (90) 6 (1.83) 24 (7.32) III 48 ( 14.64) IV 505.1 (2.246) 1/2"-13 9.02 (13.42)

31/2" (90) 8 (2.44) 24 (7.32) III 48 ( 14.64) IV 529.1 (2.353) 1/2"-13 9.02 (13.42)

31/2" (90) 10 (3.05) 20 (6.09) III 40 (12.19) IV 481.0 (2.139) 1/2"-13 9.02 (13.42)

31/2" (90) 12 (3.66) 12 (3.66) III 24 (7.32) III 360.8 (1.605) 1/2"-13 9.02 (13.42)

4" (100) 5 (1.52) 25 (7.62) IV 50 (15.24) V 655.6 (2.916) 1/2"-13 11.57 (17.21)

4" ( 100) 6 (1.83) 24 (7.32) IV 48 ( 14.64) V 647.9 (2.882) 1/2"-13 11.57 (17.21)

4" ( 100) 8 (2.44) 24 (7.32) IV 48 ( 14.64) V 678.7 (3.019) 1/2"-13 11.57 (17.21)

4" ( 100) 10 (3.05) 20 (6.09) IV 40 (12.19) IV 617.0 (2.744) 1/2"-13 11.57 (17.21)

4" ( 100) 12 (3.66) 24 (7.32) IV 48 ( 14.64) V 740.4 (3.293) 1/2"-13 11.57 (17.21)

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Appendix 2Seismic Bracing Charts for Trapeze Supports







Page 145 Footnotes for Tables 1 & 2 found under Appendix 2

Table 1 - 2 Transverse and 2 Longitudinal Braces at each LocationTable 2 - 1 Transverse and 2 Longitudinal Braces at each Location

This Appendix contains bracing tables developed using allowable stress design(ASD) for the following seismic force values (i.e. “g-values”): .15g (ASD),.30g (ASD), .45g (ASD), .50g (ASD), .75g (ASD), and 1.0g (ASD). Thebuilding code uses strength design which can be increased by a factor of 1.4. (Seepage 1 for further information.) These charts cover the vast majority of seismicrequirements from coast to coast, from Zone 1 to Zone 4 applications, and takeinto account the many codes which may be referenced for a specific project.

The seismic zone, building type, and other factors determine the level ofseismic force for a particular project. The project design professional shoulddetermine the correct seismic force value using the appropriate building code andlocal requirements. Use of the correct table is very important to ensure that thecorrect brace spacing and anchorage is provided. See pages 1 - 8 for moreinformation.

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Seismic Bracing Charts for Trapeze Supports - Figures 9 & 10

Table 1 for Seismic Force Level 0.15g (ASD)

26 - 50 (Wt) continued on next page.

* See note 2 on page 17.See page 145 for footnotes.

TRAPEZE BRACING

Hanger Rod Size

Transverse Bracing 1 Longitudinal Bracing 1 Unbraced Trapeze Braced Trapeze

Total Support Brace Structure Brace StructureWeight Span Interval 3,4 Connection Interval 3,4 Connection Rod Minimum Rod Minimum

Wt Lt* Type 2 Type 2 Load 5 Rod Size 6 Load 5 Rod Size 6

lbs./ft. ft. ft. ft. lbs. in. lbs. in.

0 - 10 6 36 I 78 I 36 3/8 90 3/8

0 - 10 8 40 I 80 I 42 3/8 102 3/8

0 - 10 10 40 I 80 I 53 3/8 112 3/8

0 - 10 12 36 I 72 I 63 3/8 117 3/8

0 - 10 16 32 I 80 I 84 3/8 144 3/8

0 - 10 20 40 I 80 I 105 3/8 165 3/8

0 - 10 24 24 I 72 I 126 3/8 180 3/8

11 - 25 6 36 I 66 I 79 3/8 202 3/811 - 25 6 --- --- 78 II 79 3/8 225 3/8

11 - 25 8 40 I 64 I 105 3/8 225 3/811 - 25 8 --- --- 80 II 105 3/8 255 3/8

11 - 25 10 40 I 60 I 132 3/8 244 3/811 - 25 10 --- --- 80 II 132 3/8 281 3/8

11 - 25 12 36 I 60 I 158 3/8 270 3/811 - 25 12 --- --- 72 II 158 3/8 292 3/8

11 - 25 16 32 I 64 I 210 3/8 330 3/811 - 25 16 --- --- 80 II 210 3/8 360 3/8

11 - 25 20 40 I 60 I 263 3/8 375 3/811 - 25 20 --- --- 80 II 263 3/8 412 3/8

11 - 25 24 24 I 48 I 315 3/8 405 3/811 - 25 24 --- --- 72 II 315 3/8 450 3/8

26 - 50 6 30 I 30 I 158 3/8 270 3/826 - 50 6 36 II 54 II 158 3/8 360 3/826 - 50 6 --- --- 78 III 158 3/8 450 3/8

26 - 50 8 32 I 32 I 210 3/8 330 3/826 - 50 8 40 II 56 II 210 3/8 420 3/826 - 50 8 --- --- 80 III 210 3/8 510 3/8

26 - 50 10 30 I 30 I 263 3/8 375 3/826 - 50 10 40 II 50 II 263 3/8 450 3/826 - 50 10 --- --- 80 III 263 3/8 562 3/8

26 - 50 12 24 I 24 I 315 3/8 405 3/826 - 50 12 36 II 48 II 315 3/8 495 3/826 - 50 12 --- --- 72 III 315 3/8 585 3/8

26 - 50 16 32 I 32 I 420 3/8 540 3/826 - 50 16 --- --- 48 II 420 3/8 600 3/826 - 50 16 --- --- 80 III 420 3/8 720 1/2

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Table 1 cont. for Seismic Force Level 0.15g (ASD)



TRAPEZE BRACING

Hanger Rod Size





26 - 50 20 20 I 20 I 525 3/8 600 3/826 - 50 20 40 II 40 II 525 3/8 675 1/226 - 50 20 --- --- 80 III 525 3/8 825 1/2

26 - 50 24 24 I 24 I 630 3/8 720 1/226 - 50 24 --- --- 48 II 630 3/8 810 1/226 - 50 24 --- --- 72 III 630 3/8 900 1/2

51 - 75 6 18 I 18 I 237 3/8 337 3/851 - 75 6 36 II 36 II 237 3/8 439 3/851 - 75 6 --- --- 54 III 237 3/8 540 3/851 - 75 6 --- --- 78 IV 237 3/8 675 1/2

51 - 75 8 16 I 16 I 315 3/8 405 3/851 - 75 8 32 II 32 II 315 3/8 495 3/851 - 75 8 40 III 56 III 315 3/8 630 1/251 - 75 8 --- --- 80 IV 315 3/8 765 1/2

51 - 75 10 20 I 20 I 394 3/8 506 3/851 - 75 10 30 II 30 II 394 3/8 562 3/851 - 75 10 40 III 50 III 394 3/8 675 1/251 - 75 10 --- --- 80 IV 394 3/8 844 1/2

51 - 75 12 12 I 12 I 473 3/8 540 3/851 - 75 12 36 II 36 II 473 3/8 675 1/251 - 75 12 --- --- 48 III 473 3/8 742 1/251 - 75 12 --- --- 72 IV 473 3/8 877 1/2

51 - 75 16 16 I 16 I 630 1/2 720 1/251 - 75 16 32 II 32 II 630 1/2 810 1/251 - 75 16 --- --- 48 III 630 1/2 900 1/251 - 75 16 --- --- 80 IV 630 1/2 1080 1/2

51 - 75 20 20 I 20 I 788 1/2 900 1/251 - 75 20 40 III 40 III 788 1/2 1012 1/251 - 75 20 --- --- 80 IV 788 1/2 1237 5/8

51 - 75 24 24 II 24 II 945 1/2 1080 1/251 - 75 24 --- --- 48 III 945 1/2 1215 5/851 - 75 24 --- --- 72 IV 945 1/2 1350 5/8

76 - 100 6 12 I 12 I 315 3/8 405 3/876 - 100 6 24 II 24 II 315 3/8 495 3/876 - 100 6 36 III 42 III 315 3/8 630 1/276 - 100 6 --- --- 60 IV 315 3/8 765 1/276 - 100 6 --- --- 78 V 315 3/8 900 1/2

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TRAPEZE BRACING

Hanger Rod Size








76 - 100 16 16 I 16 I 840 1/2 960 1/276 - 100 16 32 III 32 III 840 1/2 1080 1/276 - 100 16 --- --- 48 IV 840 1/2 1200 5/876 - 100 16 --- --- 80 V 840 1/2 1440 5/8

76 - 100 20 20 II 20 II 1050 1/2 1200 5/876 - 100 20 40 III 40 III 1050 1/2 1350 5/876 - 100 20 --- --- 60 IV 1050 1/2 1500 5/876 - 100 20 --- --- 80 V 1050 1/2 1650 5/8

76 - 100 24 24 II 24 II 1260 5/8 1440 5/876 - 100 24 --- --- 48 IV 1260 5/8 1620 5/876 - 100 24 --- --- 72 V 1260 5/8 1800 5/8

101 - 150 6 6 I 6 I 473 3/8 540 3/8101 - 150 6 18 II 18 II 473 3/8 675 1/2101 - 150 6 24 III 24 III 473 3/8 742 1/2101 - 150 6 36 IV 42 IV 473 3/8 945 1/2101 - 150 6 --- --- 60 V 473 3/8 1147 5/8


101 - 150 10 10 I 10 I 788 1/2 900 1/2101 - 150 10 20 III 20 III 788 1/2 1012 1/2101 - 150 10 40 IV 40 IV 788 1/2 1237 5/8101 - 150 10 --- --- 60 V 788 1/2 1462 5/8

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TRAPEZE BRACING

Hanger Rod Size





101 - 150 12 12 II 12 II 945 1/2 1080 1/2101 - 150 12 24 III 24 III 945 1/2 1215 5/8101 - 150 12 36 IV 36 IV 945 1/2 1350 5/8101 - 150 12 --- --- 60 V 945 1/2 1620 5/8

101 - 150 16 16 II 16 II 1260 5/8 1440 5/8101 - 150 16 32 IV 32 IV 1260 5/8 1620 5/8101 - 150 16 --- --- 48 V 1260 5/8 1800 5/8

101 - 150 20 20 III 20 III 1575 5/8 1800 5/8101 - 150 20 40 IV 40 IV 1575 5/8 2025 3/4101 - 150 20 --- --- 60 V 1575 5/8 2250 3/4

101 - 150 24 24 III 24 III 1890 3/4 2160 3/4101 - 150 24 --- --- 48 V 1890 3/4 2430 3/4

151 - 200 6 6 I 6 I 630 1/2 720 1/2151 - 200 6 12 II 12 II 630 1/2 810 1/2151 - 200 6 18 III 18 III 630 1/2 900 1/2151 - 200 6 30 IV 30 IV 630 1/2 1080 1/2151 - 200 6 36 V 42 V 630 1/2 1260 5/8

151 - 200 8 8 I 8 I 840 1/2 960 1/2151 - 200 8 16 III 16 III 840 1/2 1080 1/2151 - 200 8 24 IV 24 IV 840 1/2 1200 5/8151 - 200 8 40 V 40 V 840 1/2 1440 5/8

151 - 200 10 10 II 10 II 1050 1/2 1200 5/8151 - 200 10 20 III 20 III 1050 1/2 1350 5/8151 - 200 10 30 IV 30 IV 1050 1/2 1500 5/8151 - 200 10 40 V 40 V 1050 1/2 1650 5/8

151 - 200 12 12 II 12 II 1260 5/8 1410 5/8151 - 200 12 24 IV 24 IV 1260 5/8 1620 5/8151 - 200 12 36 V 36 V 1260 5/8 1800 5/8

151 - 200 16 16 III 16 III 1680 5/8 1920 3/4151 - 200 16 32 V 32 V 1680 5/8 2160 3/4

151 - 200 20 20 III 20 III 2100 3/4 2400 3/4151 - 200 20 40 V 40 V 2100 3/4 2700 3/4

151 - 200 24 24 IV 24 IV 2520 3/4 2880 7/8

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Seismic Bracing Charts for Trapeze Supports - Figure 11




TRAPEZE BRACING

Hanger Rod Size





0 - 10 6 36 I 78 I 32 3/8 90 3/8

0 - 10 8 40 I 80 I 42 3/8 102 3/8

0 - 10 10 40 I 80 I 53 3/8 112 3/8

0 - 10 12 36 I 72 I 63 3/8 117 3/8

0 - 10 16 32 I 80 I 84 3/8 144 3/8

0 - 10 20 40 I 80 I 105 3/8 165 3/8

0 - 10 24 24 I 72 I 126 3/8 180 3/8

11 - 25 6 30 I 66 I 79 3/8 202 3/811 - 25 6 36 II 78 II 79 3/8 225 3/8

11 - 25 8 32 I 64 I 105 3/8 225 3/811 - 25 8 40 II 80 II 105 3/8 255 3/8

11 - 25 10 30 I 60 I 132 3/8 244 3/811 - 25 10 40 II 80 II 132 3/8 281 3/8

11 - 25 12 24 I 60 I 158 3/8 270 3/811 - 25 12 36 II 72 II 158 3/8 292 3/8

11 - 25 16 32 I 64 I 210 3/8 330 3/811 - 25 16 --- --- 80 II 210 3/8 360 3/8

11 - 25 20 20 I 60 I 263 3/8 375 3/811 - 25 20 40 II 80 II 263 3/8 412 3/8

11 - 25 24 24 I 48 I 315 3/8 405 3/811 - 25 24 --- --- 72 II 315 3/8 450 3/8

26 - 50 6 12 I 30 I 158 3/8 270 3/826 - 50 6 24 II 54 II 158 3/8 360 3/826 - 50 6 36 III 78 III 158 3/8 450 3/8

26 - 50 8 16 I 32 I 210 3/8 330 3/826 - 50 8 24 II 56 II 210 3/8 420 3/826 - 50 8 40 III 80 III 210 3/8 510 3/8

26 - 50 10 10 I 30 I 263 3/8 375 3/826 - 50 10 20 II 50 II 263 3/8 450 3/826 - 50 10 40 III 80 III 263 3/8 562 3/8

26 - 50 12 12 I 24 I 315 3/8 405 3/826 - 50 12 24 II 48 II 315 3/8 495 3/826 - 50 12 36 III 72 III 315 3/8 585 3/8

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TRAPEZE BRACING

Hanger Rod Size





26 - 50 16 16 I 32 I 420 3/8 540 3/826 - 50 16 --- --- 48 II 420 3/8 600 3/826 - 50 16 32 III 80 III 420 3/8 720 1/2

26 - 50 20 --- --- 20 I 525 3/8 600 3/826 - 50 20 20 II 40 II 525 3/8 675 1/226 - 50 20 40 III 80 III 525 3/8 825 1/2

26 - 50 24 --- --- 24 I 630 1/2 720 1/226 - 50 24 24 II 48 II 630 1/2 810 1/226 - 50 24 --- --- 72 III 630 1/2 900 1/2

51 - 75 6 6 I 18 I 237 3/8 337 3/851 - 75 6 18 II 36 II 237 3/8 439 3/851 - 75 6 24 III 54 III 237 3/8 540 3/851 - 75 6 36 IV 78 IV 237 3/8 675 1/2


51 - 75 10 10 I 20 I 394 3/8 506 3/851 - 75 10 --- --- 30 II 394 3/8 562 3/851 - 75 10 20 III 50 III 394 3/8 675 1/251 - 75 10 40 IV 80 IV 394 3/8 844 1/2

51 - 75 12 --- --- 12 I 472 3/8 540 3/851 - 75 12 12 II 36 II 472 3/8 675 1/251 - 75 12 24 III 48 III 472 3/8 742 1/251 - 75 12 36 IV 72 IV 472 3/8 877 1/2

51 - 75 16 --- --- 16 I 630 1/2 720 1/251 - 75 16 16 II 32 II 630 1/2 810 1/251 - 75 16 --- --- 48 III 630 1/2 900 1/251 - 75 16 32 IV 80 IV 630 1/2 1080 1/2

51 - 75 20 --- --- 20 I 788 1/2 900 1/251 - 75 20 20 III 40 III 788 1/2 1012 1/251 - 75 20 40 IV 80 IV 788 1/2 1237 5/8

51 - 75 24 --- --- 24 II 945 1/2 1080 1/251 - 75 24 24 III 48 III 945 1/2 1215 5/851 - 75 24 --- --- 72 IV 945 1/2 1350 5/8

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TRAPEZE BRACING

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0 - 10 6 36 I 78 I 33 3/8 150 3/8

0 - 10 8 40 I 80 I 44 3/8 164 3/8

0 - 10 10 40 I 80 I 55 3/8 175 3/8

0 - 10 12 36 I 72 I 66 3/8 174 3/8

0 - 10 16 32 I 80 I 88 3/8 208 3/8

0 - 10 20 40 I 80 I 110 3/8 230 3/8

0 - 10 24 24 I 72 I 132 3/8 240 3/8

11 - 25 6 30 I 30 I 83 3/8 195 3/811 - 25 6 36 II 54 II 83 3/8 285 3/811 - 25 6 --- --- 78 III 83 3/8 375 3/8

11 - 25 8 32 I 32 I 110 3/8 230 3/811 - 25 8 40 II 56 II 110 3/8 320 3/811 - 25 8 --- --- 80 III 110 3/8 410 3/8

11 - 25 10 30 I 30 I 138 3/8 250 3/811 - 25 10 40 II 50 II 138 3/8 325 3/811 - 25 10 --- --- 80 III 138 3/8 437 3/8

11 - 25 12 24 I 24 I 165 3/8 255 3/811 - 25 12 36 II 48 II 165 3/8 345 3/811 - 25 12 --- --- 72 III 165 3/8 435 3/8

11 - 25 16 32 I 32 I 220 3/8 340 3/811 - 25 16 --- --- 48 II 220 3/8 400 3/811 - 25 16 --- --- 80 III 220 3/8 520 3/8

11 - 25 20 20 I 20 I 275 3/8 350 3/811 - 25 20 40 II 40 II 275 3/8 425 3/811 - 25 20 --- --- 80 III 275 3/8 575 3/8

11 - 25 24 24 I 24 I 330 3/8 420 3/811 - 25 24 --- --- 48 II 330 3/8 510 3/811 - 25 24 --- --- 72 III 330 3/8 600 3/8



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TRAPEZE BRACING

Hanger Rod Size







26 - 50 16 16 I 16 I 440 3/8 560 3/826 - 50 16 32 III 32 III 440 3/8 680 1/226 - 50 16 --- --- 48 IV 440 3/8 800 1/226 - 50 16 --- --- 80 V 440 3/8 1040 1/2

26 - 50 20 20 II 20 II 550 3/8 700 1/226 - 50 20 40 III 40 III 550 3/8 850 1/226 - 50 20 --- --- 60 IV 550 3/8 1000 1/226 - 50 20 --- --- 80 V 550 3/8 1150 5/8

26 - 50 24 24 II 24 II 660 1/2 840 1/226 - 50 24 --- --- 48 IV 660 1/2 1020 1/226 - 50 24 --- --- 72 V 660 1/2 1200 5/8

51 - 75 6 6 I 6 I 248 3/8 315 3/851 - 75 6 18 II 18 II 248 3/8 450 3/851 - 75 6 24 III 24 III 248 3/8 517 3/851 - 75 6 36 IV 42 IV 248 3/8 720 1/251 - 75 6 --- --- 60 IV 248 3/8 922 1/2

51 - 75 8 8 I 8 I 330 3/8 420 3/851 - 75 8 16 II 16 II 330 3/8 510 3/851 - 75 8 24 III 24 III 330 3/8 600 3/851 - 75 8 40 IV 40 IV 330 3/8 780 1/251 - 75 8 --- --- 56 IV 330 3/8 960 1/2

51 - 75 10 10 I 10 I 413 3/8 525 3/851 - 75 10 20 III 20 III 413 3/8 637 1/251 - 75 10 40 IV 40 IV 413 3/8 862 1/251 - 75 10 --- --- 60 V 413 3/8 1087 1/2


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TRAPEZE BRACING

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51 - 75 16 16 II 16 II 660 3/8 840 1/251 - 75 16 32 IV 32 IV 660 3/8 1020 1/251 - 75 16 --- --- 48 V 660 3/8 1200 5/8

51 - 75 20 20 III 20 III 825 1/2 1050 1/251 - 75 20 40 IV 40 IV 825 1/2 1275 5/851 - 75 20 --- --- 60 V 825 1/2 1500 5/8

51 - 75 24 24 III 24 III 990 1/2 1260 5/851 - 75 24 --- --- 48 V 990 1/2 1530 5/8


76 - 100 8 8 I 8 I 440 3/8 560 3/876 - 100 8 16 III 16 III 440 3/8 680 1/276 - 100 8 24 IV 24 IV 440 3/8 800 1/276 - 100 8 40 V 40 V 440 3/8 1040 1/2


76 - 100 12 12 II 12 II 660 3/8 840 1/276 - 100 12 24 IV 24 IV 660 3/8 1020 1/276 - 100 12 36 V 36 V 660 3/8 1200 5/8

76 - 100 16 16 III 16 III 880 1/2 1120 1/276 - 100 16 32 V 32 V 880 1/2 1360 5/8

76 - 100 20 20 III 20 III 1100 1/2 1400 5/876 - 100 20 40 V 40 V 1100 1/2 1700 5/8

76 - 100 24 24 IV 24 IV 1320 5/8 1680 5/8


101 - 150 8 8 II 8 II 660 3/8 840 1/2101 - 150 8 16 IV 16 IV 660 3/8 1020 1/2101 - 150 8 24 V 24 V 660 3/8 1200 5/8

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101 - 150 10 10 III 10 III 825 1/2 1050 1/2101 - 150 10 20 IV 20 IV 825 1/2 1275 5/8101 - 150 10 30 V 30 V 825 1/2 1500 5/8

101 - 150 12 12 III 12 III 990 1/2 1260 5/8101 - 150 12 24 V 24 V 990 1/2 1530 5/8

101 - 150 16 16 IV 16 IV 1320 5/8 1680 5/8

101 - 150 20 20 IV 20 IV 1650 5/8 2100 3/4

101 - 150 24 24 V 24 V 1980 3/4 2520 3/4

151 - 200 6 6 II 6 II 660 1/2 840 1/2151 - 200 6 12 IV 12 IV 660 1/2 1020 1/2151 - 200 6 18 V 18 V 660 1/2 1200 5/8

151 - 200 8 8 III 8 III 880 1/2 1120 1/2151 - 200 8 16 V 16 V 880 1/2 1360 5/8

151 - 200 10 10 III 10 III 1100 1/2 1400 5/8151 - 200 10 20 V 20 V 1100 1/2 1700 5/8

151 - 200 12 12 IV 12 IV 1320 5/8 1680 5/8

151 - 200 16 16 V 16 V 1760 5/8 2240 3/4

151 - 200 20 20 V 20 V 2200 3/4 2800 7/8

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26 - 50 (Wt) continued on next page. * See note 2 on page 17. See page 145 for footnotes.

TRAPEZE BRACING

Hanger Rod Size





0 - 10 6 36 I 78 I 33 3/8 150 3/8

0 - 10 8 40 I 80 I 44 3/8 164 3/8

0 - 10 10 40 I 80 I 55 3/8 175 3/8

0 - 10 12 36 I 72 I 66 3/8 174 3/8

0 - 10 16 32 I 80 I 88 3/8 208 3/8

0 - 10 20 40 I 80 I 110 3/8 230 3/8

0 - 10 24 24 I 72 I 132 3/8 240 3/8

11 - 25 6 12 I 30 I 83 3/8 195 3/811 - 25 6 24 II 54 II 83 3/8 285 3/811 - 25 6 36 III 78 III 83 3/8 375 3/8

11 - 25 8 16 I 32 I 110 3/8 230 3/811 - 25 8 24 II 56 II 110 3/8 320 3/811 - 25 8 40 III 80 III 110 3/8 410 3/8

11 - 25 10 10 I 30 I 138 3/8 250 3/811 - 25 10 20 II 50 II 138 3/8 325 3/811 - 25 10 40 III 80 III 138 3/8 437 3/8

11 - 25 12 12 I 24 I 165 3/8 255 3/811 - 25 12 24 II 48 II 165 3/8 345 3/811 - 25 12 36 III 72 III 165 3/8 435 3/8

11 - 25 16 16 I 32 I 220 3/8 340 3/811 - 25 16 --- --- 48 II 220 3/8 400 3/811 - 25 16 32 III 80 III 220 3/8 520 3/8

11 - 25 20 --- --- 20 I 275 3/8 350 3/811 - 25 20 20 II 40 II 275 3/8 425 3/811 - 25 20 40 III 80 III 275 3/8 575 3/8

11 - 25 24 --- --- 24 I 330 3/8 420 3/811 - 25 24 24 II 48 II 330 3/8 510 3/811 - 25 24 --- --- 72 III 330 3/8 600 3/8


26 - 50 8 8 I 16 I 220 3/8 340 3/826 - 50 8 --- --- 24 II 220 3/8 400 3/826 - 50 8 16 III 40 III 220 3/8 520 3/826 - 50 8 24 IV 56 IV 220 3/8 640 1/226 - 50 8 40 V 80 V 220 3/8 820 1/2

26 - 50 10 --- --- 10 I 275 3/8 350 3/826 - 50 10 10 II 20 II 275 3/8 425 3/826 - 50 10 20 III 40 III 275 3/8 575 3/826 - 50 10 30 IV 60 IV 275 3/8 725 1/226 - 50 10 40 V 80 V 275 3/8 875 1/2

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TRAPEZE BRACING

Hanger Rod Size





26 - 50 12 --- --- 12 I 330 3/8 420 3/826 - 50 12 12 II 24 II 330 3/8 510 3/826 - 50 12 --- --- 36 III 330 3/8 600 3/826 - 50 12 24 IV 60 IV 330 3/8 780 1/226 - 50 12 36 V 72 V 330 3/8 870 1/2

26 - 50 16 --- --- 16 I 440 3/8 560 3/826 - 50 16 16 III 32 III 440 3/8 680 1/226 - 50 16 --- --- 48 IV 440 3/8 800 1/226 - 50 16 32 V 80 V 440 3/8 1040 1/2

26 - 50 20 --- --- 20 II 550 3/8 700 1/226 - 50 20 20 III 40 III 550 3/8 850 1/226 - 50 20 --- --- 60 IV 550 3/8 1000 1/226 - 50 20 40 V 80 V 550 3/8 1150 1/2

26 - 50 24 --- --- 24 II 660 1/2 840 1/226 - 50 24 24 IV 48 IV 660 1/2 1020 1/226 - 50 24 --- --- 72 V 660 1/2 1200 5/8


51 - 75 8 --- --- 8 I 330 3/8 420 3/851 - 75 8 8 II 16 II 330 3/8 510 3/851 - 75 8 --- --- 24 III 330 3/8 600 3/851 - 75 8 16 IV 40 IV 330 3/8 780 1/251 - 75 8 24 V 56 V 330 3/8 960 1/2

51 - 75 10 --- --- 10 I 413 3/8 525 3/851 - 75 10 10 III 20 III 413 3/8 637 1/251 - 75 10 20 IV 40 IV 413 3/8 862 1/251 - 75 10 30 V 60 V 413 3/8 1087 1/2

51 - 75 12 --- --- 12 II 495 3/8 630 1/251 - 75 12 12 III 24 III 495 3/8 765 1/251 - 75 12 --- --- 36 IV 495 3/8 900 1/251 - 75 12 24 V 60 V 495 3/8 1170 1/2

51 - 75 16 --- --- 16 II 660 1/2 840 1/251 - 75 16 16 IV 32 IV 660 1/2 1020 1/251 - 75 16 --- --- 48 V 660 1/2 1200 5/8

51 - 75 20 --- --- 20 III 825 1/2 1050 1/251 - 75 20 20 IV 40 IV 825 1/2 1275 5/851 - 75 20 --- --- 60 V 825 1/2 1500 5/8

51 - 75 24 --- --- 24 III 990 1/2 1260 5/851 - 75 24 24 V 48 V 990 1/2 1530 5/8

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TRAPEZE BRACING

Hanger Rod Size





0 - 10 6 36 I 54 I 35 3/8 156 3/80 - 10 6 --- --- 78 II 35 3/8 210 3/8

0 - 10 8 40 I 48 I 46 3/8 154 3/80 - 10 8 --- --- 80 II 46 3/8 226 3/8

0 - 10 10 40 I 50 I 58 3/8 170 3/80 - 10 10 --- --- 80 II 58 3/8 237 3/8

0 - 10 12 36 I 48 I 69 3/8 177 3/80 - 10 12 --- --- 72 II 69 3/8 231 3/8

0 - 10 16 32 I 48 I 92 3/8 200 3/80 - 10 16 --- --- 80 II 92 3/8 272 3/8

0 - 10 20 40 I 40 I 115 3/8 205 3/80 - 10 20 --- --- 80 II 115 3/8 295 3/8

0 - 10 24 24 I 48 I 138 3/8 246 3/80 - 10 24 --- --- 72 II 138 3/8 300 3/8

11 - 25 6 18 I 18 I 87 3/8 187 3/811 - 25 6 36 II 36 II 87 3/8 289 3/811 - 25 6 --- --- 54 III 87 3/8 390 1/211 - 25 6 --- --- 78 IV 87 3/8 525 1/2

11 - 25 8 16 I 16 I 115 3/8 205 3/811 - 25 8 32 II 32 II 115 3/8 295 3/811 - 25 8 40 III 56 III 115 3/8 430 1/211 - 25 8 --- --- 80 IV 115 3/8 565 1/2

11 - 25 10 20 I 20 I 144 3/8 256 3/811 - 25 10 30 II 30 II 144 3/8 312 3/811 - 25 10 40 III 50 III 144 3/8 425 1/211 - 25 10 --- --- 80 IV 144 3/8 594 1/2

11 - 25 12 12 I 12 I 173 3/8 240 3/811 - 25 12 36 II 36 II 173 3/8 375 3/811 - 25 12 --- --- 48 III 173 3/8 442 3/811 - 25 12 --- --- 72 IV 173 3/8 577 3/8

11 - 25 16 16 I 16 I 230 3/8 320 3/811 - 25 16 32 II 32 II 230 3/8 410 3/811 - 25 16 --- --- 48 III 230 3/8 500 3/811 - 25 16 --- --- 80 IV 230 3/8 680 1/2

11 - 25 20 20 I 20 I 288 3/8 400 3/811 - 25 20 40 III 40 III 288 3/8 512 3/811 - 25 20 --- --- 80 IV 288 3/8 737 1/2

11 - 25 24 24 II 24 II 345 3/8 480 3/811 - 25 24 --- --- 48 III 345 3/8 615 1/211 - 25 24 --- --- 72 IV 345 3/8 750 1/2

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TRAPEZE BRACING

Hanger Rod Size







26 - 50 10 10 I 10 I 288 3/8 400 3/826 - 50 10 20 III 20 III 288 3/8 512 3/826 - 50 10 40 IV 40 IV 288 3/8 737 1/226 - 50 10 --- --- 60 V 288 3/8 962 1/2


26 - 50 16 16 II 16 II 460 3/8 640 1/226 - 50 16 32 IV 32 IV 460 3/8 820 1/226 - 50 16 --- --- 48 V 460 3/8 1000 1/2

26 - 50 20 20 III 20 III 575 3/8 800 1/226 - 50 20 40 IV 40 IV 575 3/8 1025 1/226 - 50 20 --- --- 60 V 575 3/8 1250 5/8

26 - 50 24 24 III 24 III 690 3/8 960 1/226 - 50 24 --- --- 48 V 690 3/8 1230 5/8



51 - 75 10 10 II 10 II 431 3/8 600 3/851 - 75 10 20 IV 20 IV 431 3/8 769 1/251 - 75 10 40 V 40 V 431 3/8 1106 1/2

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TRAPEZE BRACING

Hanger Rod Size





51 - 75 12 12 II 12 II 518 3/8 720 1/251 - 75 12 24 IV 24 IV 518 3/8 922 1/251 - 75 12 36 V 36 V 518 3/8 1125 1/2

51 - 75 16 16 III 16 III 690 1/2 960 1/251 - 75 16 32 V 32 V 690 1/2 1230 5/8

51 - 75 20 20 IV 20 IV 863 1/2 1200 5/851 - 75 20 40 V 40 V 863 1/2 1537 5/8

51 - 75 24 24 IV 24 IV 1035 1/2 1440 5/8


76 - 100 8 8 II 8 II 460 3/8 640 1/276 - 100 8 16 IV 16 IV 460 3/8 820 1/276 - 100 8 24 V 24 V 460 3/8 1000 1/2

76 - 100 10 10 III 10 III 575 3/8 800 1/276 - 100 10 20 IV 20 IV 575 3/8 1025 1/276 - 100 10 30 V 30 V 575 3/8 1250 5/8

76 - 100 12 12 III 12 III 690 1/2 960 1/276 - 100 12 24 V 24 V 690 1/2 1230 5/8

76 - 100 16 16 IV 16 IV 920 1/2 1280 5/8

76 - 100 20 20 IV 20 IV 1150 5/8 1600 5/8

101 - 150 6 6 II 6 II 518 3/8 720 1/2101 - 150 6 12 IV 12 IV 518 3/8 922 1/2101 - 150 6 18 V 18 V 518 3/8 1125 1/2

101 - 150 8 8 III 8 III 690 1/2 960 1/2101 - 150 8 16 V 16 V 690 1/2 1230 5/8

101 - 150 10 10 IV 10 IV 863 1/2 1200 5/8101 - 150 10 20 V 20 V 863 1/2 1537 5/8

101 - 150 12 12 IV 12 IV 1035 1/2 1440 5/8

151 - 200 6 6 III 6 III 690 1/2 960 1/2151 - 200 6 12 V 12 V 690 1/2 1230 5/8

151 - 200 8 8 IV 8 IV 920 1/2 1280 5/8

151 - 200 10 10 IV 10 IV 1150 5/8 1600 5/8

151 - 200 12 12 V 12 V 1380 5/8 1920 3/4

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TRAPEZE BRACING

Hanger Rod Size





0 - 10 6 24 I 54 I 35 3/8 156 3/80 - 10 6 36 II 78 II 35 3/8 210 3/8

0 - 10 8 24 I 48 I 46 3/8 154 3/80 - 10 8 40 II 80 II 46 3/8 226 3/8

0 - 10 10 20 I 50 I 58 3/8 170 3/80 - 10 10 40 II 80 II 58 3/8 237 3/8

0 - 10 12 24 I 48 I 69 3/8 177 3/80 - 10 12 36 II 72 II 69 3/8 231 3/8

0 - 10 16 16 I 48 I 92 3/8 200 3/80 - 10 16 32 II 80 II 92 3/8 272 3/8

0 - 10 20 20 I 40 I 115 3/8 205 3/80 - 10 20 40 II 80 II 115 3/8 295 3/8

0 - 10 24 24 I 48 I 138 3/8 246 3/80 - 10 24 --- --- 72 II 138 3/8 300 3/8



11 - 25 10 10 I 20 I 144 3/8 256 3/811 - 25 10 --- --- 30 II 144 3/8 312 3/811 - 25 10 20 III 50 III 144 3/8 425 3/811 - 25 10 40 IV 80 IV 144 3/8 594 1/2


11 - 25 16 --- --- 16 I 230 3/8 320 3/811 - 25 16 16 II 32 II 230 3/8 410 3/811 - 25 16 --- --- 48 III 230 3/8 500 3/811 - 25 16 32 IV 80 IV 230 3/8 680 1/2

11 - 25 20 --- --- 20 I 288 3/8 400 3/811 - 25 20 20 III 40 III 288 3/8 512 3/811 - 25 20 40 IV 80 IV 288 3/8 737 1/2

11 - 25 24 --- --- 24 II 345 3/8 480 3/811 - 25 24 24 III 48 III 345 3/8 615 1/211 - 25 24 --- --- 72 IV 345 3/8 750 1/2

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TRAPEZE BRACING

Hanger Rod Size






26 - 50 8 --- --- 8 I 230 3/8 320 3/826 - 50 8 8 II 16 II 230 3/8 410 3/826 - 50 8 --- --- 24 III 230 3/8 500 3/826 - 50 8 16 IV 40 IV 230 3/8 680 1/226 - 50 8 24 V 56 V 230 3/8 860 1/2

26 - 50 10 --- --- 10 I 288 3/8 400 3/826 - 50 10 10 III 20 III 288 3/8 512 3/826 - 50 10 20 IV 40 IV 288 3/8 737 1/226 - 50 10 30 V 60 V 288 3/8 962 1/2

26 - 50 12 --- --- 12 II 345 3/8 480 3/826 - 50 12 12 III 24 III 345 3/8 615 1/226 - 50 12 --- --- 36 IV 345 3/8 750 1/226 - 50 12 24 V 60 V 345 3/8 1020 1/2

26 - 50 16 --- --- 16 II 460 3/8 640 1/226 - 50 16 16 IV 32 IV 460 3/8 820 1/226 - 50 16 --- --- 48 V 460 3/8 1000 1/2

26 - 50 20 --- --- 20 III 575 3/8 800 1/226 - 50 20 20 IV 40 IV 575 3/8 1025 1/226 - 50 20 --- --- 60 V 575 3/8 1250 5/8

26 - 50 24 --- --- 24 III 690 1/2 960 1/226 - 50 24 24 V 48 V 690 1/2 1230 5/8

51 - 75 6 --- --- 6 I 259 3/8 360 3/851 - 75 6 6 II 12 II 259 3/8 461 3/851 - 75 6 --- --- 18 III 259 3/8 562 3/851 - 75 6 12 IV 24 IV 259 3/8 664 1/251 - 75 6 18 V 36 V 259 3/8 866 1/2

51 - 75 8 --- --- 8 II 345 3/8 480 3/851 - 75 8 8 III 16 III 345 3/8 615 1/251 - 75 8 --- --- 24 IV 345 3/8 750 1/251 - 75 8 16 V 40 V 345 3/8 1020 1/2

51 - 75 10 --- --- 10 II 432 3/8 600 3/851 - 75 10 10 IV 20 IV 432 3/8 769 1/251 - 75 10 20 V 40 V 432 3/8 1106 1/2

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TRAPEZE BRACING

Hanger Rod Size





51 - 75 12 --- --- 12 II 518 3/8 720 1/251 - 75 12 12 IV 24 IV 518 3/8 922 1/251 - 75 12 --- --- 36 V 518 3/8 1125 1/2

51 - 75 16 --- --- 16 III 690 3/8 960 1/251 - 75 16 16 V 32 V 690 3/8 1230 5/8

51 - 75 20 --- --- 20 IV 863 1/2 1200 1/251 - 75 20 20 V 40 V 863 1/2 1537 5/8

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TRAPEZE BRACING

Hanger Rod Size





0 - 10 6 36 I 48 I 35 3/8 155 3/80 - 10 6 --- --- 78 II 35 3/8 230 3/8

0 - 10 8 40 I 48 I 47 3/8 167 3/80 - 10 8 --- --- 80 II 47 3/8 247 3/8

0 - 10 10 40 I 40 I 59 3/8 158 3/80 - 10 10 --- --- 80 II 59 3/8 258 3/8

0 - 10 12 36 I 48 I 70 3/8 190 3/80 - 10 12 --- --- 72 II 70 3/8 250 3/8

0 - 10 16 32 I 48 I 94 3/8 213 3/80 - 10 16 --- --- 80 II 94 3/8 293 3/8

0 - 10 20 40 I 40 I 117 3/8 217 3/80 - 10 20 --- --- 80 II 117 3/8 317 3/8

0 - 10 24 24 I 48 I 140 3/8 260 3/80 - 10 24 --- --- 72 II 140 3/8 320 3/8




11 - 25 12 12 I 12 I 175 3/8 250 3/811 - 25 12 24 II 24 II 175 3/8 325 3/811 - 25 12 36 III 48 III 175 3/8 475 3/811 - 25 12 --- --- 72 IV 175 3/8 625 1/2

11 - 25 16 16 I 16 I 233 3/8 333 3/811 - 25 16 32 II 32 II 233 3/8 433 3/811 - 25 16 --- --- 48 III 233 3/8 533 3/811 - 25 16 --- --- 64 IV 233 3/8 633 1/211 - 25 16 --- --- 80 V 233 3/8 733 1/2

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* See note 2 on page 17. See page 145 for footnotes.

TRAPEZE BRACING

Hanger Rod Size





11 - 25 20 20 II 20 II 292 3/8 417 3/811 - 25 20 40 III 40 III 292 3/8 542 3/811 - 25 20 --- --- 60 IV 292 3/8 667 1/211 - 25 20 --- --- 80 V 292 3/8 792 1/2

11 - 25 24 24 II 24 II 350 3/8 500 3/811 - 25 24 --- --- 48 III 350 3/8 650 1/211 - 25 24 --- --- 72 IV 350 3/8 800 1/2





26 - 50 16 16 II 16 II 467 3/8 667 1/226 - 50 16 32 IV 32 IV 467 3/8 867 1/226 - 50 16 --- --- 48 V 467 3/8 1067 1/2

26 - 50 20 20 III 20 III 584 3/8 833 1/226 - 50 20 40 V 40 V 584 3/8 1083 1/2

26 - 50 24 24 III 24 III 700 1/2 1000 1/226 - 50 24 --- --- 48 V 700 1/2 1300 5/8

51 - 75 6 6 I 6 I 263 3/8 375 3/851 - 75 6 12 III 12 III 263 3/8 487 3/851 - 75 6 24 IV 24 IV 263 3/8 712 1/251 - 75 6 36 V 36 V 263 3/8 937 1/2


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TRAPEZE BRACING

Hanger Rod Size





51 - 75 10 10 II 10 II 438 3/8 625 3/851 - 75 10 20 IV 20 IV 438 3/8 812 1/251 - 75 10 30 V 30 V 438 3/8 1000 1/2

51 - 75 12 12 III 12 III 525 3/8 750 1/251 - 75 12 24 IV 24 IV 525 3/8 975 1/251 - 75 12 36 V 36 V 525 3/8 1200 1/2

51 - 75 16 16 III 16 III 700 1/2 1000 1/251 - 75 16 32 V 32 V 700 1/2 1300 5/8

51 - 75 20 20 IV 20 IV 875 1/2 1250 1/2

51 - 75 24 24 IV 24 IV 1050 1/2 1500 5/8


76 - 100 8 8 II 8 II 467 3/8 667 1/276 - 100 8 16 IV 16 IV 467 3/8 867 1/276 - 100 8 24 V 24 V 467 3/8 1067 1/2

76 - 100 10 10 III 10 III 584 3/8 833 1/276 - 100 10 20 V 20 V 584 3/8 1083 1/2

76 - 100 12 12 III 12 III 700 1/2 1000 1/276 - 100 12 24 V 24 V 700 1/2 1300 5/8

76 - 100 16 16 IV 16 IV 934 1/2 1333 5/8

76 - 100 20 20 V 20 V 1167 5/8 1667 5/8

76 - 100 24 24 V 24 V 1400 5/8 2000 3/4

101 - 150 6 6 III 6 III 525 3/8 750 1/2101 - 150 6 12 IV 12 IV 525 3/8 975 1/2101 - 150 6 18 V 18 V 525 3/8 1200 1/2

101 - 150 8 8 III 8 III 700 1/2 1000 1/2101 - 150 8 16 V 16 V 700 1/2 1300 5/8

101 - 150 10 10 IV 10 IV 875 1/2 1250 5/8

101 - 150 12 12 IV 12 IV 1050 1/2 1500 5/8

101 - 150 16 16 V 16 V 1400 5/8 2000 3/4

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TRAPEZE BRACING

Hanger Rod Size





151 - 200 6 6 III 6 III 700 1/2 1000 1/2151 - 200 6 12 V 12 V 700 1/2 1300 5/8

151 - 200 8 8 IV 8 IV 934 1/2 1333 5/8

151 - 200 10 10 V 10 V 1167 5/8 1667 5/8

151 - 200 12 12 V 12 V 1400 5/8 2000 3/4

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TRAPEZE BRACING

Hanger Rod Size





0 - 10 6 24 I 48 I 35 3/8 155 3/80 - 10 6 36 II 78 II 35 3/8 230 3/8

0 - 10 8 24 I 48 I 47 3/8 167 3/80 - 10 8 40 II 80 II 47 3/8 247 3/8

0 - 10 10 20 I 40 I 59 3/8 158 3/80 - 10 10 40 II 80 II 59 3/8 258 3/8

0 - 10 12 24 I 48 I 70 3/8 190 3/80 - 10 12 36 II 72 II 70 3/8 250 3/8

0 - 10 16 16 I 48 I 94 3/8 213 3/80 - 10 16 32 II 80 II 94 3/8 293 3/8

0 - 10 20 20 I 40 I 117 3/8 217 3/80 - 10 20 40 II 80 II 117 3/8 317 3/8

0 - 10 24 24 I 48 I 140 3/8 260 3/80 - 10 24 --- --- 72 II 140 3/8 320 3/8





11 - 25 16 --- --- 16 I 234 3/8 333 3/811 - 25 16 16 II 32 II 234 3/8 433 3/811 - 25 16 --- --- 48 III 234 3/8 533 3/811 - 25 16 32 IV 64 IV 234 3/8 633 1/211 - 25 16 --- --- 80 V 234 3/8 733 1/2

11 - 25 20 --- --- 20 II 292 3/8 417 3/811 - 25 20 20 III 40 III 292 3/8 542 3/811 - 25 20 --- --- 60 IV 292 3/8 667 1/211 - 25 20 40 V 80 V 292 3/8 792 1/2

11 - 25 24 --- --- 24 II 350 3/8 500 3/811 - 25 24 24 III 48 III 350 3/8 650 1/211 - 25 24 --- --- 72 IV 350 3/8 800 1/2

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TRAPEZE BRACING

Hanger Rod Size






26 - 50 8 --- --- 8 I 234 3/8 333 3/826 - 50 8 8 II 16 II 234 3/8 433 3/826 - 50 8 --- --- 24 III 234 3/8 533 3/826 - 50 8 16 IV 32 IV 234 3/8 633 1/226 - 50 8 24 V 48 V 234 3/8 833 1/2

26 - 50 10 --- --- 10 II 292 3/8 417 3/826 - 50 10 10 III 20 III 292 3/8 542 3/826 - 50 10 --- --- 30 IV 292 3/8 667 1/226 - 50 10 20 V 50 V 292 3/8 917 1/2

26 - 50 12 --- --- 12 II 350 3/8 500 3/826 - 50 12 12 III 24 III 350 3/8 650 1/226 - 50 12 --- --- 36 IV 350 3/8 800 1/226 - 50 12 24 V 48 V 350 3/8 950 1/2

26 - 50 16 --- --- 16 II 467 3/8 667 3/826 - 50 16 16 IV 32 IV 467 3/8 867 1/226 - 50 16 --- --- 48 V 467 3/8 1067 1/2

26 - 50 20 --- --- 20 III 583 3/8 833 1/226 - 50 20 20 V 40 V 583 3/8 1083 1/2

26 - 50 24 --- --- 24 III 700 3/8 1000 1/226 - 50 24 24 V 48 V 700 3/8 1300 5/8

51 - 75 6 --- --- 6 I 263 3/8 375 3/851 - 75 6 6 III 12 III 263 3/8 487 3/851 - 75 6 12 IV 24 IV 263 3/8 712 1/251 - 75 6 18 V 36 V 263 3/8 937 1/2

51 - 75 8 --- --- 8 II 350 3/8 500 3/851 - 75 8 8 III 16 III 350 3/8 650 1/251 - 75 8 --- --- 24 IV 350 3/8 800 1/251 - 75 8 16 V 32 V 350 3/8 950 1/2

51 - 75 10 --- --- 10 II 438 3/8 625 1/251 - 75 10 10 IV 20 IV 438 3/8 812 1/251 - 75 10 --- --- 30 V 438 3/8 1000 1/2

51 - 75 12 --- --- 12 III 525 3/8 750 1/251 - 75 12 12 IV 24 IV 525 3/8 975 1/251 - 75 12 --- --- 36 V 525 3/8 1200 5/8

51 - 75 16 --- --- 16 III 700 1/2 1000 1/251 - 75 16 16 V 32 V 700 1/2 1300 5/8

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TRAPEZE BRACING

Hanger Rod Size





0 - 10 6 30 I 30 I 38 3/8 150 3/80 - 10 6 36 II 54 II 38 3/8 240 3/80 - 10 6 --- --- 78 III 38 3/8 330 1/2

0 - 10 8 32 I 32 I 50 3/8 170 3/80 - 10 8 40 II 56 II 50 3/8 260 3/80 - 10 8 --- --- 80 III 50 3/8 350 3/8

0 - 10 10 30 I 30 I 63 3/8 175 3/80 - 10 10 40 II 50 II 63 3/8 250 3/80 - 10 10 --- --- 80 III 63 3/8 362 3/8

0 - 10 12 24 I 24 I 75 3/8 165 3/80 - 10 12 36 II 48 II 75 3/8 255 3/80 - 10 12 --- --- 72 III 75 3/8 345 3/8

0 - 10 16 32 I 32 I 100 3/8 220 3/80 - 10 16 --- --- 48 II 100 3/8 280 3/80 - 10 16 --- --- 80 III 100 3/8 400 3/8

0 - 10 20 20 I 20 I 125 3/8 200 3/80 - 10 20 40 II 40 II 125 3/8 275 3/80 - 10 20 --- --- 80 III 125 3/8 425 3/8

0 - 10 24 24 I 24 I 150 3/8 240 3/80 - 10 24 --- --- 48 II 150 3/8 330 3/80 - 10 24 --- --- 72 III 150 3/8 420 3/8




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TRAPEZE BRACING

Hanger Rod Size





11 - 25 12 12 I 12 I 188 3/8 300 3/811 - 25 12 24 III 24 III 188 3/8 412 3/811 - 25 12 36 IV 48 IV 188 3/8 637 1/211 - 25 12 --- --- 72 V 188 3/8 862 1/2

11 - 25 16 16 II 16 II 250 3/8 400 3/811 - 25 16 32 III 32 III 250 3/8 550 3/811 - 25 16 --- --- 48 IV 250 3/8 700 1/211 - 25 16 --- --- 64 V 250 3/8 850 1/2

11 - 25 20 20 II 20 II 313 3/8 500 3/811 - 25 20 40 IV 40 IV 313 3/8 687 1/211 - 25 20 --- --- 60 V 313 3/8 875 1/2

11 - 25 24 24 III 24 III 375 3/8 600 3/811 - 25 24 --- --- 48 IV 375 3/8 825 1/211 - 25 24 --- --- 72 V 375 3/8 1050 1/2

26 - 50 6 6 I 6 I 188 3/8 300 3/826 - 50 6 12 III 12 III 188 3/8 412 3/826 - 50 6 24 IV 24 IV 188 3/8 637 1/226 - 50 6 36 V 36 V 188 3/8 862 5/8


26 - 50 10 10 II 10 II 313 3/8 500 3/826 - 50 10 20 IV 20 IV 313 3/8 687 1/226 - 50 10 30 V 30 V 313 3/8 875 1/2

26 - 50 12 12 III 12 III 375 3/8 600 3/826 - 50 12 24 IV 24 IV 375 3/8 825 1/226 - 50 12 36 V 36 V 375 3/8 1050 1/2

26 - 50 16 16 III 16 III 500 3/8 800 1/226 - 50 16 32 V 32 V 500 3/8 1100 1/2

26 - 50 20 20 IV 20 IV 625 3/8 1000 1/2

26 - 50 24 24 IV 24 IV 750 3/8 1200 5/8

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TRAPEZE BRACING

Hanger Rod Size





51 - 75 6 6 II 6 II 282 3/8 450 3/851 - 75 6 12 IV 12 IV 282 3/8 619 1/251 - 75 6 24 V 24 V 282 3/8 956 1/2

51 - 75 8 8 III 8 III 375 3/8 600 3/851 - 75 8 16 IV 16 IV 375 3/8 825 1/251 - 75 8 24 V 24 V 375 3/8 1050 1/2

51 - 75 10 10 III 10 III 469 3/8 750 1/251 - 75 10 20 V 20 V 469 3/8 1031 1/2

51 - 75 12 12 IV 12 IV 563 3/8 900 1/251 - 75 12 24 V 24 V 563 3/8 1237 5/8

51 - 75 16 16 IV 16 IV 750 1/2 1200 5/8

51 - 75 20 20 V 20 V 938 1/2 1500 5/8

51 - 75 24 24 V 24 V 1125 1/2 1800 5/8

76 - 100 6 6 III 6 III 375 3/8 600 3/876 - 100 6 12 IV 12 IV 375 3/8 825 1/276 - 100 6 18 V 18 V 375 3/8 1050 1/2

76 - 100 8 8 III 8 III 500 3/8 800 1/276 - 100 8 16 V 16 V 500 3/8 1100 1/2

76 - 100 10 10 IV 10 IV 625 1/2 1000 1/2

76 - 100 12 12 IV 12 IV 750 1/2 1200 5/8

76 - 100 16 16 V 16 V 1000 1/2 1600 5/8

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TRAPEZE BRACING

Hanger Rod Size





101 - 150 6 6 IV 6 IV 563 3/8 900 1/2101 - 150 6 12 V 12 V 563 3/8 1237 5/8

101 - 150 8 8 IV 8 IV 750 1/2 1200 5/8

101 - 150 10 10 V 10 V 938 1/2 1500 5/8

101 - 150 12 12 V 12 V 1125 1/2 1800 5/8

151 - 200 6 6 IV 6 IV 750 1/2 1200 5/8

151 - 200 8 8 V 8 V 1000 1/2 1600 5/8

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11 - 25 (Wt) continued on next page. * See note 2 on page 17. See page 145 for footnotes.

TRAPEZE BRACING

Hanger Rod Size





0 - 10 6 12 I 30 I 38 3/8 150 3/80 - 10 6 24 II 54 II 38 3/8 240 3/80 - 10 6 36 III 78 III 38 3/8 330 1/2

0 - 10 8 16 I 32 I 50 3/8 170 3/80 - 10 8 24 II 56 II 50 3/8 260 3/80 - 10 8 40 III 80 III 50 3/8 350 3/8

0 - 10 10 10 I 30 I 63 3/8 175 3/80 - 10 10 20 II 50 II 63 3/8 250 3/80 - 10 10 40 III 80 III 63 3/8 362 3/8

0 - 10 12 12 I 24 I 75 3/8 165 3/80 - 10 12 24 II 48 II 75 3/8 255 3/80 - 10 12 36 III 72 III 75 3/8 345 3/8

0 - 10 16 16 I 32 I 100 3/8 220 3/80 - 10 16 --- --- 48 II 100 3/8 280 3/80 - 10 16 32 III 80 III 100 3/8 400 3/8

0 - 10 20 --- --- 20 I 125 3/8 200 3/80 - 10 20 20 II 40 II 125 3/8 275 3/80 - 10 20 40 III 80 III 125 3/8 425 3/8

0 - 10 24 --- --- 24 I 150 3/8 240 3/80 - 10 24 24 II 48 II 150 3/8 330 3/80 - 10 24 --- --- 72 III 150 3/8 420 3/8

11 - 25 6 6 I 12 I 94 3/8 206 3/811 - 25 6 --- --- 18 II 94 3/8 262 3/811 - 25 6 12 III 30 III 94 3/8 375 3/811 - 25 6 24 IV 48 IV 94 3/8 544 1/211 - 25 6 36 V 72 V 94 3/8 769 5/8


11 - 25 10 --- --- 10 I 157 3/8 250 3/811 - 25 10 10 II 20 II 157 3/8 344 3/811 - 25 10 --- --- 30 III 157 3/8 437 3/811 - 25 10 20 IV 50 IV 157 3/8 625 1/211 - 25 10 30 V 70 V 157 3/8 812 5/8

11 - 25 12 --- --- 12 I 188 3/8 300 3/811 - 25 12 12 III 24 III 188 3/8 412 3/811 - 25 12 24 IV 48 IV 188 3/8 637 1/211 - 25 12 36 V 72 V 188 3/8 862 5/8

11 - 25 16 --- --- 16 II 250 3/8 400 3/811 - 25 16 16 III 32 III 250 3/8 550 3/811 - 25 16 --- --- 48 IV 250 3/8 700 1/211 - 25 16 32 V 64 V 250 3/8 850 1/2

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TRAPEZE BRACING

Hanger Rod Size





11 - 25 20 --- --- 20 II 313 3/8 500 3/811 - 25 20 20 IV 40 IV 313 3/8 687 1/211 - 25 20 --- --- 60 V 313 3/8 875 1/2

11 - 25 24 --- --- 24 III 375 3/8 600 3/811 - 25 24 24 IV 48 IV 375 3/8 825 1/211 - 25 24 --- --- 72 V 375 3/8 1050 1/2

26 - 50 6 --- --- 6 I 188 3/8 300 3/826 - 50 6 6 III 12 III 188 3/8 412 3/826 - 50 6 12 IV 24 IV 188 3/8 637 1/226 - 50 6 18 V 36 V 188 3/8 862 5/8

26 - 50 8 --- --- 8 II 250 3/8 400 3/826 - 50 8 8 III 16 III 250 3/8 550 3/826 - 50 8 --- --- 24 IV 250 3/8 700 1/226 - 50 8 16 V 32 V 250 3/8 850 1/2

26 - 50 10 --- --- 10 II 313 3/8 500 3/826 - 50 10 10 IV 20 IV 313 3/8 687 1/226 - 50 10 --- --- 30 V 313 3/8 875 1/2

26 - 50 12 --- --- 12 III 375 3/8 600 3/826 - 50 12 12 IV 24 IV 375 3/8 825 1/226 - 50 12 --- --- 36 V 375 3/8 1050 1/2

26 - 50 16 --- --- 16 III 500 3/8 800 1/226 - 50 16 16 V 32 V 500 3/8 1100 1/2

51 - 75 6 --- --- 6 II 282 3/8 450 3/851 - 75 6 6 IV 12 IV 282 3/8 619 1/251 - 75 6 12 V 24 V 282 3/8 956 1/2

51 - 75 8 --- --- 8 III 375 3/8 600 3/851 - 75 8 8 IV 16 IV 375 3/8 825 1/251 - 75 8 --- --- 24 V 375 3/8 1050 1/2

51 - 75 10 --- --- 10 III 469 3/8 750 1/251 - 75 10 10 V 20 V 469 3/8 1031 1/2

51 - 75 12 --- --- 12 IV 563 3/8 900 1/251 - 75 12 12 V 24 V 563 3/8 1237 5/8

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TRAPEZE BRACING

Hanger Rod Size





0 - 10 6 24 I 24 I 40 3/8 160 3/80 - 10 6 36 II 42 II 40 3/8 250 3/80 - 10 6 --- --- 60 III 40 3/8 340 1/20 - 10 6 --- --- 78 IV 40 3/8 430 1/2

0 - 10 8 24 I 24 I 54 3/8 173 3/80 - 10 8 40 II 40 II 54 3/8 253 3/80 - 10 8 --- --- 56 III 54 3/8 333 3/80 - 10 8 --- --- 80 IV 54 3/8 453 1/2

0 - 10 10 20 I 20 I 67 3/8 167 3/80 - 10 10 40 II 40 II 67 3/8 267 3/80 - 10 10 --- --- 60 III 67 3/8 367 3/80 - 10 10 --- --- 80 IV 67 3/8 467 1/2

0 - 10 12 24 I 24 I 80 3/8 200 3/80 - 10 12 36 II 36 II 80 3/8 260 3/80 - 10 12 --- --- 60 III 80 3/8 380 3/80 - 10 12 --- --- 72 IV 80 3/8 440 1/2

0 - 10 16 16 I 16 I 107 3/8 187 3/80 - 10 16 32 II 32 II 107 3/8 267 3/80 - 10 16 --- --- 48 III 107 3/8 347 3/80 - 10 16 --- --- 80 IV 107 3/8 507 1/2

0 - 10 20 20 I 20 I 134 3/8 233 3/80 - 10 20 40 II 40 II 134 3/8 333 3/80 - 10 20 --- --- 60 III 134 3/8 433 3/80 - 10 20 --- --- 80 IV 134 3/8 533 1/2

0 - 10 24 24 I 24 I 160 3/8 280 3/80 - 10 24 --- --- 48 III 160 3/8 400 3/80 - 10 24 --- --- 72 IV 160 3/8 520 3/8

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TRAPEZE BRACING

Hanger Rod Size









11 - 25 16 16 II 16 II 267 3/8 467 3/811 - 25 16 36 IV 32 IV 267 3/8 667 1/211 - 25 16 --- --- 48 V 267 3/8 867 1/2

11 - 25 20 20 III 20 III 334 3/8 583 3/811 - 25 20 40 V 40 V 334 3/8 833 1/2

11 - 25 24 24 III 24 III 400 3/8 700 1/211 - 25 24 --- --- 48 V 400 3/8 1000 1/2

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TRAPEZE BRACING

Hanger Rod Size






26 - 50 8 8 II 8 II 267 3/8 467 3/826 - 50 8 16 IV 16 IV 267 3/8 667 1/226 - 50 8 24 V 24 V 267 3/8 867 1/2

26 - 50 10 10 III 10 III 334 3/8 583 3/826 - 50 10 20 V 20 V 334 3/8 833 1/2

26 - 50 12 12 III 12 III 400 3/8 700 1/226 - 50 12 24 V 24 V 400 3/8 1000 1/2

26 - 50 16 16 IV 16 IV 534 3/8 933 1/2

26 - 50 20 20 V 20 V 667 1/2 1167 5/8

26 - 50 24 24 V 24 V 800 1/2 1400 5/8

51 - 75 6 6 III 6 III 300 3/8 525 3/851 - 75 6 12 IV 12 IV 300 3/8 750 1/251 - 75 6 18 V 18 V 300 3/8 975 1/2

51 - 75 8 8 III 8 III 400 3/8 700 3/851 - 75 8 16 V 16 V 400 3/8 1000 1/2

51 - 75 10 10 IV 10 IV 500 3/8 875 1/2

51 - 75 12 12 IV 12 IV 600 3/8 1050 1/2

51 - 75 16 16 V 16 V 800 1/2 1400 5/8

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TRAPEZE BRACING

Hanger Rod Size





76 - 100 6 6 III 6 III 400 3/8 700 1/276 - 100 6 12 V 12 V 400 3/8 1000 1/2

76 - 100 8 8 IV 8 IV 534 3/8 933 1/2

76 - 100 10 10 V 10 V 667 1/2 1167 5/8

76 - 100 12 12 V 12 V 800 1/2 1400 5/8

101 - 150 6 6 IV 6 IV 600 3/8 1050 1/2

101 - 150 8 8 V 8 V 800 1/2 1400 5/8

151 - 200 6 6 V 6 V 800 1/2 1400 5/8

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TRAPEZE BRACING

Hanger Rod Size





0 - 10 6 12 I 24 I 40 3/8 160 3/8

0 - 10 6 18 II 42 II 40 3/8 250 3/8

0 - 10 6 30 III 60 III 40 3/8 340 1/2

0 - 10 6 36 IV 78 IV 40 3/8 430 1/2

0 - 10 8 8 I 24 I 54 3/8 173 3/8

0 - 10 8 16 II 40 II 54 3/8 253 3/8

0 - 10 8 24 III 56 III 54 3/8 333 3/8

0 - 10 8 40 IV 80 IV 54 3/8 453 1/2

0 - 10 10 10 I 20 I 67 3/8 167 3/8

0 - 10 10 20 II 40 II 67 3/8 267 3/8

0 - 10 10 30 III 60 III 67 3/8 367 3/8

0 - 10 10 40 IV 80 IV 67 3/8 467 1/2

0 - 10 12 12 I 24 I 80 3/8 200 3/8

0 - 10 12 --- --- 36 II 80 3/8 260 3/8

0 - 10 12 24 III 60 III 80 3/8 380 3/8

0 - 10 12 36 IV 72 IV 80 3/8 440 1/2

0 - 10 16 --- --- 16 I 107 3/8 187 3/8

0 - 10 16 16 II 32 II 107 3/8 267 3/8

0 - 10 16 --- --- 48 III 107 3/8 347 3/8

0 - 10 16 32 IV 80 IV 107 3/8 507 1/2

0 - 10 20 --- --- 20 I 134 3/8 233 3/8

0 - 10 20 20 II 40 II 134 3/8 333 3/8

0 - 10 20 --- --- 60 III 134 3/8 433 3/8

0 - 10 20 40 IV 80 IV 134 3/8 533 1/2

0 - 10 24 --- --- 24 I 160 3/8 280 3/8

0 - 10 24 24 III 48 III 160 3/8 400 3/8

0 - 10 24 --- --- 72 IV 160 3/8 520 3/8

11 - 25 6 --- --- 6 I 100 3/8 175 3/8

11 - 25 6 6 II 12 II 100 3/8 250 3/8

11 - 25 6 12 III 24 III 100 3/8 400 3/8

11 - 25 6 18 IV 36 IV 100 3/8 550 1/2

11 - 25 6 24 V 54 V 100 3/8 775 5/8

11 - 25 8 --- --- 8 I 133 3/8 233 3/8

11 - 25 8 8 II 16 II 133 3/8 333 3/8

11 - 25 8 --- --- 24 III 133 3/8 433 3/8

11 - 25 8 16 IV 32 IV 133 3/8 533 1/2

11 - 25 8 24 V 48 V 133 3/8 733 1/2

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TRAPEZE BRACING

Hanger Rod Size





11 - 25 10 --- --- 10 II 167 3/8 292 3/811 - 25 10 10 III 20 III 167 3/8 417 3/811 - 25 10 --- --- 30 IV 167 3/8 542 3/811 - 25 10 20 V 50 V 167 3/8 792 1/2

11 - 25 12 --- --- 12 II 200 3/8 350 3/811 - 25 12 12 III 24 III 200 3/8 500 3/811 - 25 12 --- --- 36 IV 200 3/8 650 1/211 - 25 12 24 V 48 V 200 3/8 800 1/2

11 - 25 16 --- --- 16 II 267 3/8 467 3/811 - 25 16 16 IV 32 IV 267 3/8 667 1/211 - 25 16 --- --- 48 V 267 3/8 867 1/2

11 - 25 20 --- --- 20 III 334 3/8 583 3/811 - 25 20 20 V 40 V 334 3/8 833 1/2

11 - 25 24 --- --- 24 III 400 3/8 700 1/211 - 25 24 24 V 48 V 400 3/8 1000 1/2

26 - 50 6 --- --- 6 II 200 3/8 350 3/826 - 50 6 6 III 12 III 200 3/8 500 3/826 - 50 6 --- --- 18 IV 200 3/8 650 1/226 - 50 6 12 V 24 V 200 3/8 800 1/2

26 - 50 8 --- --- 8 II 267 3/8 467 3/826 - 50 8 8 IV 16 IV 267 3/8 667 1/226 - 50 8 --- --- 24 V 267 3/8 867 1/2

26 - 50 10 --- --- 10 III 334 3/8 583 3/826 - 50 10 10 V 20 V 334 3/8 833 1/2

26 - 50 12 --- --- 12 III 400 3/8 700 1/226 - 50 12 12 V 24 V 400 3/8 1000 1/2

51 - 75 6 --- --- 6 III 300 3/8 525 3/851 - 75 6 6 IV 12 IV 300 3/8 750 1/251 - 75 6 --- --- 18 V 300 3/8 975 1/2

51 - 75 8 --- --- 8 III 400 3/8 700 1/251 - 75 8 8 V 16 V 400 3/8 1000 1/2

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TRAPEZE BRACING

Footnotes1. It is not necessary to install both transverse braces and longitudinal braces on the same trapeze support. For

example, it is common to install transverse braces on trapezes every 40 ft., and then install both transverse and longitudinal braces every 80 ft.

2. The “structure connection type” is the brace anchorage requirement. See pages 23 thru 38 for brace attachment details.

3. Any combination of brace interval and structure connection type (anchor size) may be used for a given system weight and support span. For example, it is not necessary to use structure connection type II for both transverse and longitudinal braces. Often longitudinal braces are spaced at a greater distance, and would require a larger anchor when attaching to structure.

4. The bracing intervals listed are maximums. They are rounded down to facilitate construction. For example, it is common to use a longitudinal bracing interval that is twice the transverse spacing.

5. The rod load indicates the maximum tension in the rod due to gravity and 1/3 of the horizontal seismic force applied in the vertical direction for “unbraced trapezes”. For trapezes with braces attached, the rod load also includes additional seismic loads. Note that the rod loads at braced locations are significantly higher than unbraced trapezes. Select a hanger rod attachment detail from pages 39 thru 56 that meets the load requirements.

6. The minimum rod size is given for both braced and unbraced trapezes. Due to the additional seismic forces at braced trapezes, the rod sizes may be significantly larger. Be sure to follow the guidelines on page 57 to see if a rod stiffener is required, due to the length of the rod. Rod stiffeners, if necessary, are only required at braced locations. Unbraced trapezes never require rod stiffeners.

7. Seismic forces for charts in Appendix 2 (pages 109 - 144) include 1/3 of horizontal seismic force applied in vertical direction.

8. Charts in Appendix 2 (pages 109 - 144) are for the seismic force levels (%g) listed on those pages.

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Appendix 3Proof Test Instructions For Concrete Anchors (CAN 1925B.3.5)

State of California Office of Statewide Health Planning and Development

TEST VALUESHardrock or Lightweight Concrete

Anchor Wedge Sleeve ShellDia. Load Torque Load Torque Load Torque(in.) (lbs) (ft-lbs) (lbs) (ft-lbs) (lbs) (ft-lbs)

1/4 800 10 400 4 1000 --5/16 -- -- 400 4 1400 --3/8 1100 25 700 10 1800 --1/2 2000 50 900 20 2700 --5/8 2300 80 1100 45 3700 --3/4 3700 150 1400 90 5400 --1 5800 250 -- -- -- --

Notes1. Anchor diameter refers to the thread size for the Wedge & Shell categories and to the anchor outside diameter for the Sleeve category.

2. Apply proof test loads to Wedge & Sleeve anchors without removing the nut if possible. If not, remove nut and install a threaded couplerto the same tightness as the original nut using a torque wrench and apply load.

3. For Sleeve/Shell internally threaded categories, verify that the anchor is not prevented from withdrawing by a baseplate or other fixtures.If restraint is found, loosen and shim or remove fixture(s) prior to testing.

4. Reaction loads from test fixtures may be applied close to the anchor being tested, provided the anchor is not restrained from withdrawingby the fixture(s).

5. Shell type anchors should be tested as follows:

a. Visually inspect 25% for full expansion as evidenced by the location of the expansion plug in the anchor body. Plug location of a fullyexpanded anchor should be as recommended by the manufacturer, or, in the absence of such recommendation, as determined on thejob site following the manufacturer’s installation instructions. At least 5% of the anchors shall be proof loaded as indicated in the tableabove, but not less than three anchors per day for each different person or crew installing anchors, or;

b. Test 50% of the installed anchors per Section 1925B.3.5.

6. Test equipment (including torque wrenches) is to be calibrated by an approved testing laboratory in accordance with standard recognizedprocedures.

7. Torque test values for Shell type anchors can occur on an case-by-case basis when test procedures are submitted and approved by theenforcement agency.

8. The following criteria apply for the acceptance of installed anchors;

Hydraulic Ram Method: The anchor should have no observable movement at the applicable test load. For wedge and sleeve typeanchors, a practical way to determine observable movement is that the washer under the nut becomes loose.

Torque Wrench Method: The applicable test torque must be reached within the following limits;Wedge or Sleeve type: One-half (1/2) turn of the nut.

One-quarter (1/4) turn of the nut for 3/8 inch sleeve anchor only.

9. Testing should occur a minimum of 24 hours after installation of the subject anchors.

10. If the manufacturer’s recommended installation torque is less than the test torque noted in the table, the manufacturer’s recommendedinstallation torque should be used in lieu of the tabulated values.

11. All tests shall be performed in the presence of the Inspector of Record.

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Appendix 4

2000 International Building CodeAs defined in the 2000 International Building Code, Chapter 16, Section 1621, the seismic horizontal force, Fp,may be calculated using the following formula:

Except that: Fp shall not be less than 0.3 SDS Ip Wp and need not be more than 1.6 SDS Ip Wp.

Where:


ap = Amplification Factor (Table 1621.3)

Rp = Component Response Modification Factor, (Table 1621.3) which varies from 1.0 to 5.0

= 1.5 for shallow embedded anchors where the embedment length-to-diameter ratio is less than 8. (Table 1621.1.7)i.e. a 1/2" diameter anchor embedded less than 4" in concrete.

Ip = Importance Factor (Table 1621.1.6)

= 1.5 for Life-safety components required to function after an earthquake, buildings containing hazardous or flammable material, and for storage racks open to the general public.

= 1.0 for all other occupancies

SDS= Design spectral response acceleration at short period several factors: Seismic zone, Soil Property Type, and Distance from known fault. (Section 1615.1.3)

Where,SDS = (2/3) SMS (Section 1615.1.3)

SMS = FaSS Maximum considered spectral response acceleration for short period (Section 1615.1.2)

Fa = Site coefficient, which is a combination of the Mapped spectral Acceleration SS and Site Class (Table 1615.1.2(1))

SS = Mapped Spectral Acceleration for short periods (Section 1615.1)Site Class = Soil type, “A thru F” (Table 1615.1.1)

z = Element or component attachment elevation with respect to grade. Note: (z) shall not be taken less than 0.0

h = Average structure roof elevation with respect to grade.

Fp = 0.4apSDSIp (1 + 2 • z )WpRp h

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Example: Deeply Embedded Anchors

In this example a cable tray system is suspended on the 1st floor of a 40-foot tall, 2-story surgicalcenter. The cable tray is actually suspended from the 2nd floor, which has an elevation of 20 feetabove grade. The location of the surgical center is in Memphis, TN with a rock soil profile.

ap = (1.0) for a cable tray (Table 1621.3)

Rp = (3.5) for a cable tray system anchored with deep embedded anchors (Table 1621.3)

Ip = (1.5) for an essential facility in Seismic Use Group III which will require continued use following an earthquake (Section 1621.1.6)

SDS = (0.4) extended calculations shown below (Section 1615.1.3)

Where,SDS = (2/3) SMS = (0.4) (Section 1615.1.3)

SMS = FaSS = (0.6) (Section 1615.1.2)Fa = (1.0) using straight line interpolation of the Mapped spectral Acceleration

(SS) and Site Class (Table 1615.1.2(1))SS = (0.6) Mapped Spectral Acceleration for short periods (Section 1615.1)Site Class = B for Rock (Table 1615.1.1)

z = 20 feet, for the elevation of the floor used to support the cable tray

h = 40 feet, for the average elevation of the structure roof

Check if value falls within the allowed limits:

Fp shall not be taken less than, 0.3SDSIpWp = 0.3(.40)(1.5)Wp = .18g

Fp shall not be greater than, 1.6SDSIpWp = 1.6(.40)(1.5)Wp = 0.96g

0.14g < 0.18g, thus requiring the use of 0.18g

Fp = 0.4(1.0)(0.40)(1.5) (1 + 2 •20 )Wp = 0.14Wp = 0.14g

3.5 40


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To convert this Fp from a strength design, as just determined from the building code, to anAllowable Stress Design (ASD) used in the Cooper B-Line Seismic Restraints Manual divide by 1.4.

0.13g is the Allowable Stress Design Seismic Load Factor determined from 2000 InternationalBuilding Code.

Special Note: Installations using concrete anchors installed with an embedment length-to-diameterratio of less than 8, also referred to as shallow embedment anchors, have an adjusted ComponentResponse Factor. The adjusted factor being Rp = 1.5.

Example Two: Shallow Embedded Anchors

In this example a cable tray system is suspended on the 1st floor of a 40-foot tall, 2-story surgicalcenter in California. The cable tray is actually suspended from the 2nd floor, which has anelevation of 20 feet above grade. The location of the surgical center is in seismic zone 4 with arock soil profile, however shallow embedded anchors (length-to-diameter ratio of less than 8) areused at brace locations.

ap = (1.0) for a cable tray (Table 1621.3)

Rp = (1.5) for a cable tray system anchored with shallow embedded anchors (Table 1621.3)

Ip = (1.5) for an essential facility in Seismic Use Group III which will require continued use following an earthquake (Section 1621.1.6)

SDS = (0.4) extended calculations shown below (Section 1615.1.3)

Where,SDS = (2/3) SMS = (0.4) (Section 1615.1.3)

SMS = FaSS = (0.6) (Section 1615.1.2)Fa = (1.0) using straight line interpolation of the Mapped spectral Acceleration

(SS) and Site Class (Table 1615.1.2(1))SS = (0.6) Mapped Spectral Acceleration for short periods (Section 1615.1)Site Class = B for Rock (Table 1615.1.1)

z = 20 feet, for the elevation of the floor used to support the cable tray

h = 40 feet, for the average elevation of the structure roof

Fp = 0.4(1.0)(0.40)(1.5) (1 + 2 • 20 )Wp = 0.32Wp = 0.32g1.5 40


Fp = 0.18g = 0.13g (ASD)1.4

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Check if value falls within the allowed limits:

Fp shall not be taken less than, 0.3SDSIpWp = 0.3(.40)(1.5)Wp = .18g

Fp shall not be greater than, 1.6SDSIpWp = 1.6(.40)(1.5)Wp = .96g

0.96g > 0.32g > 0.18g, thus allowing the use of 0.32g

To convert Fp from a strength design, as just determined from the building code, to an AllowableStress Design (ASD) as used in the Cooper B-Line Seismic Restraints Manual divide by 1.4.

0.23g is the Allowable Stress Design Seismic Load Factor determined from 2000 InternationalBuilding Code.

Fp = 0.32g = 0.23g (ASD)1.4

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1999 Standard Building CodeAs defined in the 1999 Standard Building Code, Chapter 16, Section 1607.6.4, the seismic horizontal force,Fp, may be calculated using the following formula:

Where,Fp = Seismic Force Level

Av = Peak velocity-related acceleration (Section 1607.1.5)Cc = Seismic coefficient for mechanical, electrical components and systems

(Table 1607.6.4A)P = Performance criteria factor (Table 1607.6.4A)ac = Attachment amplification factor (Table 1607.6.4B)Wc = Operating weight of the mechanical, electrical component of system

ExampleThis example is for a primary cable tray system suspended in a surgical center in Memphis, TN.

Av = (0.20) for the Memphis, TN area (Table 1607.1.5A)

Cc = (2.0) for a primary cable tray system (Table 1607.6.4A)

P = (1.5) for a primary cable tray system (Table 1607.6.4A)- Group III for an essential Surgery or Emergency Treatment

Facility (Table 1607.1.6)

ac = Always (1.0) when using a fixed connection type (Table 1607.6.4B)


0.43g is the Allowable Stress Design Seismic Load Factor determined from 1999 StandardBuilding Code.

Fp = AvCcPacWc

Fp = AvCcPacWc

Fp = 0.2(2.0)(1.5)(1.0)Wc = .6Wc = .6g

Fp = 0.60g = 0.43g (ASD)1.4

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1997 Uniform Building CodeAs defined in the 1997 Uniform Building Code, Chapter 16, Section 1632, the seismic horizontal force, Fp, maybe calculated using the following formula:

Except that: Fp shall not be less than 0.7 Ca Ip Wp and need not be more than 4 Ca Ip Wp.

Where:


ap = Amplification Factor (Table 16-O)

Rp = Component Response Modification Factor (Table 16-O)= 3.0 for electrical, mechanical and plumbing equipment and associated

conduit, ductwork and piping.= 1.5 for installations using concrete anchors with an embedment-to-diameter

ratio less than 8.i.e. a 1/2" diameter concrete anchor with an embedment of less than 4" inches.

Ip = Importance Factor (Table 16-K)= 1.5 for Essential facilities such as Hospitals, Fire Stations, Police Stations,

Aviation Control Towers, etc. consult Table 16-K in UBC for a detailed list.= 1.0 for most other occupancies

Ca = Seismic Coefficient. This is an accumulation of several factors: (Table 16-Q)Seismic Zone (Table 16-I), Soil Property Type (Table 16-J), and Distance from known faults. (Table 16-S, and Table 16-U)

hx = Element or component attachment elevation with respect to grade. Note: hx shall not be taken less than 0.0

hr = Structure Roof Elevation with respect to grade.


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Example One, Deeply Embedded Anchors:

Cable tray system is suspended on the 1st floor of a 40-foot tall, 2-story surgical center in California.The cable tray is actually suspended from the bottom of the 2nd floor, which has an elevation of 20feet above grade. Location of the surgical center is in seismic zone 4 with a rock soil profile.

ap = 1.0 from Table 16-OCa = .40Na from Table 16A-Q, which is combination of Seismic Zone factor and Soil

profile typeWhere,

Z = .40 for seismic zone 4 applications (Table 16-I)Soil Profile Type = SB for rock sediment (Table 16-J)Seismic Source Type = B for faults other than Type A & C (Table 16-U)Na = 1.0, for 5 km from known seismic source (Table 16-S)

Ip = (1.5) for an essential surgery and emergency treatment area (Table 16-K)

Rp = (3.0) for cable trays supported with deep embedded anchors (Table 16-O)

hx = 20 feet, for the elevation of the floor used to support the cable tray

hr = 40 feet, for the elevation of the structure roof

Check if value falls within limits:

Fp shall not be taken less than, 0.7CaIpWp = 0.7(.40)(1.5)Wp = .42g


2.4g > .5 > 0.42g Therefore allowing the use of 0.50g


0.36g is the Allowable Stress Design Seismic Load Factor determined from 1997 UniformBuilding Code.

Special Note: Installations using concrete anchors installed with an embedment length-to-diameterratio of less than 8, also referred as shallow embedment anchors, have an adjusted ComponentResponse Factor being Rp = 1.5.


Fp = (1.0)((0.40(1.0))(1.5) (1 + 3 •20 )Wp = 0.50Wp = 0.50g

3.0 40

Fp = 0.50g = 0.36g (ASD)1.4

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Example Two, Shallow Embedded Anchors:

In this example a cable tray system is suspended on the 1st floor of a 40-foot tall, 2-story surgicalcenter in California. The cable tray is actually suspended from the 2nd floor, which has an eleva-tion of 20 feet above grade. Location of the surgical center is in seismic zone 4 with a rock soilprofile, however shallow embedment anchors (length-to-diameter ratio of less than 8) are used atbrace locations.

ap = 1.0 from Table 16-O

Ca = (.40Na) which is combination of seismic zone factor and soil profile type from (Table 16-Q)

Where,Z = .40 for seismic zone 4 applications (Table 16-I)Soil Profile type = SB for rock sediment (Table 16-J)Seismic Source Type = B for faults other than Type A & C (Table 16-U)Near Source Factor = 1.0 for 5 km from known seismic source (Table 16-S)

Ip = (1.5) for an essential surgery and emergency treatment areas (Table 16-K)

Rp = (1.5) for cable trays supported with shallow embedded anchors (Table 16-O)

hx = 20 feet, for the elevation of the floor used to support the cable tray

hr = 40 feet. for the elevation of the structure roof

Check if value falls within limits:Fp shall not be taken less than, 0.7CaIpWp = 0.7(.40)(1.5)Wp = .42g


2.4g > 1.0g > 0.42g Therefore allowing the use of 1.0g


0.71g is the Allowable Stress Design Seismic Load Factor determined from 1997 UniformBuilding Code for shallow embedment anchors.

Fp = apCaIp (1 + 3 •hx )Wp

Rp hr

Fp = (1.0)((0.40(1.0))(1.5) (1 + 3 • 20 )Wp = 1.0Wp = 1.0g1.5 40

Fp = 1.0g = 0.71g (ASD)1.4

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1999 BOCA (Building Officials and Code Administrators)As defined in the 1999 BOCA, Chapter 16, Section 1610.6.4, the seismic horizontal force, Fp, may be calcu-lated using the following formula:

Where,Fp = Seismic Force Level

Av = Peak velocity-related acceleration (Section 1610.1.3)Cc = Seismic coefficient for mechanical, electrical components and systems

(Table 1610.6.4(1))P = Performance criteria factor (Table 1610.6.4(1))ac = Attachment amplification factor (Table 1610.6.4(2))Wc = Operating weight of the mechanical, electrical component of system

ExampleThis example is for a primary cable tray system suspended in a surgical center in St. Louis, MO.

Av = (0.15) for the St. Louis, MO area (Figure 1610.1.3(1))

Cc = (2.0) for a primary cable tray system (Table 1610.6.4(1))

P = (1.5) for a primary cable tray system (Table 1610.6.4(1))- Group III for an essential Surgery or Emergency Treatment

Facility (Table 1610.1.6)

ac = Always (1.0) when using a fixed connection type (Table 1610.6.4(2))


0.32g is the Allowable Stress Design Seismic Load Factor determined from the 1999 BOCA.

Fp = AvCcPacWc

Fp = AvCcPacWc

Fp = 0.15(2.0)(1.5)(1.0)Wc = .45Wc = .45g

Fp = 0.45g = 0.32g (ASD)1.4

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Appendix 5This page has been reserved for future professional engineering approvals. These additional stamps are beyond the

scope of OSHPD pre-approval and are not intended for use on hospital projects in the State of California.A current version of this page with all available engineering approvals is available on our website at

http://www.cooperbline.com/pdf/catalogs/SRS02/appendix5.pdf

COOPER B-Line509 West Monroe StreetHighland, Illinois 62249Phone: 618-654-2184Fax: 618-654-1917

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Manual BLine Seismic Restraints