Structural Analysis Reportdocuments.brunswickcountync.gov/BCMS/0/edoc/620931...3 Andrew HBX-6516DS-VTM 280.0 280.0 3 Kathrein 741 989 Sector Frames (12) 1 5/8" Coax AT&T Mobility Equipment

A.T. Engineering Services, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com

Structural Analysis ReportStructure : 300 ft Self Supported Tower

ATC Site Name : Northwest NC, NC

ATC Site Number : 419249

Engineering Number : OAA686485_C3_01

Proposed Carrier : AT&T Mobility

Carrier Site Name : N/A

Carrier Site Number : 478-154

Site Location : 2575 Blue Banks Loop Rd NELeland, NC 28451-745834.316639,-78.120861

County : Brunswick

Date : September 30, 2016

Max Usage : 100%

Result : Pass

Prepared By:Daniel Hinshaw

COA: P-1177

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Eng. Number OAA686485_C3_01September 30, 2016


Table of Contents

Introduction .................................................................................................................................... 1

Supporting Documents .................................................................................................................... 1

Analysis ........................................................................................................................................... 1

Conclusion....................................................................................................................................... 1

Existing and Reserved Equipment..................................................................................................... 2

Equipment to be Removed............................................................................................................... 2

Proposed Equipment ....................................................................................................................... 2

Structure Usages .............................................................................................................................. 3

Foundations ..................................................................................................................................... 3

Deflection, Twist, and Sway............................................................................................................... 3

Standard Conditions ......................................................................................................................... 4

Calculations ......................................................................................................................... Attached

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Introduction

The purpose of this report is to summarize results of a structural analysis performed on the 300 ft self supported tower to reflect the change in loading by AT&T Mobility.

Supporting Documents

Tower Drawings Cellxion Drawing #TALT02094, dated March 14, 2005Foundation Drawing Cellxion Drawing #TALT02094, dated March 14, 2005Geotechnical Report S&ME Job #1061-04-563, dated November 2, 2004

Analysis

The tower was analyzed using American Tower Corporation’s tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222.

Basic Wind Speed: 123 mph (3-Second Gust)Basic Wind Speed w/ Ice: 30 mph (3-Second Gust) w/ 1/4" radial ice concurrentCode: ANSI/TIA-222-G / 2009 IBC / 2012 North Carolina Building CodeStructure Class: IIExposure Category: BTopographic Category: 1Spectral Response: Ss = 0.23, S1 = 0.10 Site Class: D - Stiff Soil

Conclusion

Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report.

If you have any questions or require additional information, please contact American Tower via email at [email protected]. Please include the American Tower site name, site number, and engineering number in the subject line for any questions.

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Existing and Reserved Equipment

Elevation¹ (ft)Mount RAD

Qty Antenna Mount Type Lines Carrier

6 Antel RWA-80017 ___ 2°300.0

3 CSS XP16-80-2297.0299.0 3 CSS X7C-865-V

Sector Frames (12) 1 5/8" Coax Alltel Communication

3 Andrew HBX-6516DS-VTM280.0 280.0

3 Kathrein 741 989Sector Frames (12) 1 5/8" Coax AT&T Mobility

Equipment to be Removed



280.0 280.0 3 Andrew HBX-6516DS-VTM - (3) 1 5/8" Coax AT&T Mobility

Proposed Equipment



3 Commscope SBNHH-1D65C3 Ericsson RRUS-11280.0 280.01 Raycap DC6-48-60-18-8F

Sector Frames (1) 0.39" Fiber Trunk(1) 0.78" 8 AWG 6 AT&T Mobility

1Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL).

Install proposed coax stacked on top of existing AT&T Mobility coax.

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Structure Usages

Structural Component Controlling Usage Pass/Fail

Legs 81% PassDiagonals 99% Pass

Horizontals 100% PassAnchor Bolts 59% Pass

Leg Bolts 60% Pass

Foundations

Reaction Component Original Design Reactions

Factored Design Reactions* Analysis Reactions % of Design

Uplift (Kips) 710.5 959.2 613.8 64%Axial (Kips) 796.2 1074.9 734.8 68%Shear (Kips) 70.7 95.4 66.2 69%

* The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec. 15.5.1

The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required.

Deflection, Twist and Sway*

Antenna Elevation

(ft)Antenna Carrier Deflection

(ft) Twist (°) Sway (Rotation) (°)

Commscope SBNHH-1D65CEricsson RRUS-11280.0

Raycap DC6-48-60-18-8FAT&T Mobility 0.577 0.035 0.468

*Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G

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Standard Conditions

All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to:

-- Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information.

-- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure.

It is the responsibility of the client to ensure that the information provided to A.T. Engineering Services, PLLC and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition.

Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA -222. The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement.

All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. A.T. Engineering Services, PLLC is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply.

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Job InformationTower :Code :Client :

Location : Northwest NC, NCAT&T MobilityANSI/TIA-222-G419249

© 2007 - 2016 by ATC IP LLC. All rights reserved.Shape : Triangle Base Width : 27.90 ft 4.50 ft Top Width :

Sections PropertiesSection Leg Members Diagonal Members Horizontal Members

Loads: 123 mph no ice30 mph w/ 1/4" radial iceSite Class: D Ss: 0.23 S1: 0.1060 mph Serviceability 1 DAE 36 ksi 3.5x3.5x0.25DAE 36 ksi 3.5x3.5x0.25SOL 50 ksi 5 1/2" SOLID2 DAE 36 ksi 3X3X0.25DAE 36 ksi 3X3X0.25SOL 50 ksi 5 1/2" SOLID3 SAE 36 ksi 5X5X0.3125SOL 50 ksi 5 1/2" SOLID4 SAE 36 ksi 4X4X0.375SOL 50 ksi 5 1/4" SOLID5 SAE 36 ksi 4X4X0.375SOL 50 ksi 5" SOLID6 SAE 36 ksi 4X4X0.25SOL 50 ksi 5" SOLID7 SAE 36 ksi 3.5x3.5x0.25SOL 50 ksi 4 3/4" SOLID8 SAE 36 ksi 3.5x3.5x0.25SOL 50 ksi 4 1/2" SOLID9 SAE 36 ksi 3X3X0.1875SOL 50 ksi 4" SOLID10 SAE 36 ksi 2.5X2.5X0.25SOL 50 ksi 3 3/4" SOLID11 SAE 36 ksi 2.5X2.5X0.1875SOL 50 ksi 3 1/2" SOLID12 SAE 36 ksi 2.5X2.5X0.1875SOL 50 ksi 3 1/4" SOLID13 SAE 36 ksi 2X2X0.1875SAE 36 ksi 2X2X0.1875SOL 50 ksi 3" SOLID14 SAE 36 ksi 2X2X0.1875SOL 50 ksi 2 1/2" SOLID15 SAE 36 ksi 2X2X0.1875SAE 36 ksi 2X2X0.1875SOL 50 ksi 1 3/4" SOLIDDiscrete Appurtenance

Elev (ft) Type DescriptionQty297.00 Antel RWA-80017 ___ 2°6Panel297.00 CSS XP16-80-23Panel297.00 Flat Light Sector Frame3Mounting Frame297.00 CSS X7C-865-V3Panel280.00 Commscope SBNHH-1D65C3Panel280.00 Ericsson RRUS-113Panel280.00 Andrew HBX-6516DS-VTM3Panel280.00 Kathrein Scala 741 9893Panel280.00 Raycap DC6-48-60-18-8F1Panel280.00 Flat Light Sector Frame3Mounting Frame

Linear AppurtenanceElev (ft)From DescriptionTo Qty0.00 300.00 Waveguide10.00 300.00 Climbing Ladder10.00 297.00 1 5/8" Coax120.00 280.00 Waveguide10.00 280.00 1 5/8" Coax120.00 280.00 0.78" (19.7mm) 8 AWG10.00 280.00 0.39" (10mm) Fiber T1

Vertical (kip)Global Base Foundation Design Loads

Horizontal (kip)Load Case Moment (k-ft)DL + WLDL + WL + IL

16,846.07744.93

112.77143.09

109.854.80

Uplift (kip)Individual Base Foundation Design Loads

Horizontal (kip)Vertical (kip)613.76 66.22734.77

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9/30/2016 2:50:01 PM© 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number: 419249

Site Name:Code: ANSI/TIA-222-G

Northwest NC, NCCustomer: AT&T Mobility

Engineering Number: OAA686485_C3_01

Analysis ParametersHeight (ft):

Bottom Face Width (ft): 27.90Top Face Width (ft): 4.50

Shape: Triangle

Tower Type: Self Support

300Base Elevation (ft): 0.00

Location:Code: ANSI/TIA-222-G

Tower Manufacturer: CellXion

Brunswick County, NC

Anchor Bolt Detail Type dIce & Wind Parameters

Structure Class:Exposure Category:

Design Ice Thickness:

IIB

0.25 inTopographic Category: 1

0.0 ftCrest Height:

Design Windspeed Without Ice:Design Windspeed With Ice:Operational Windspeed:

123 mph30 mph60 mph

Seismic Parameters

(sec): 8

D - Stiff SoilSite Class:

S 0.234

Analysis Method: Equivalent Modal Analysis & Equivalent Lateral Force Methods

S 0.250 :d1S 0.155

:1S 0.097p: 1.3

1.10Period Based on Rayleigh Method (sec):

F 2.400F 1.600 , Min: 0.030, Max: 0.047: 0.047TL

a:S:

ds :V : CS

CSCS

Load Cases1.2D + 1.6W Normal 123 mph Normal to Face with No Ice1.2D + 1.6W 60 deg 123 mph 60 degree with No Ice1.2D + 1.6W 90 deg 123 mph 90 degree with No Ice1.2D + 1.6W 120 deg 123 mph 120 degree with No Ice1.2D + 1.6W 180 deg 123 mph 180 degree with No Ice1.2D + 1.6W 210 deg 123 mph 210 degree with No Ice1.2D + 1.6W 240 deg 123 mph 240 degree with No Ice1.2D + 1.6W 300 deg 123 mph 300 degree with No Ice1.2D + 1.6W 330 deg 123 mph 330 degree with No Ice0.9D + 1.6W Normal 123 mph Normal to Face with No Ice (Reduced DL)0.9D + 1.6W 60 deg 123 mph 60 deg with No Ice (Reduced DL)0.9D + 1.6W 90 deg 123 mph 90 deg with No Ice (Reduced DL)0.9D + 1.6W 120 deg 123 mph 120 deg with No Ice (Reduced DL)0.9D + 1.6W 180 deg 123 mph 180 deg with No Ice (Reduced DL)0.9D + 1.6W 210 deg 123 mph 210 deg with No Ice (Reduced DL)0.9D + 1.6W 240 deg 123 mph 240 deg with No Ice (Reduced DL)0.9D + 1.6W 300 deg 123 mph 300 deg with No Ice (Reduced DL)0.9D + 1.6W 330 deg 123 mph 330 deg with No Ice (Reduced DL)1.2D + 1.0Di + 1.0Wi Normal 30 mph Normal with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 60 deg 30 mph 60 deg with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 90 deg 30 mph 90 deg with 0.25 in Radial Ice

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Analysis Parameters1.2D + 1.0Di + 1.0Wi 120 deg 30 mph 120 deg with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 180 deg 30 mph 180 deg with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 210 deg 30 mph 210 deg with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 240 deg 30 mph 240 deg with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 300 deg 30 mph 300 deg with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 330 deg 30 mph 330 deg with 0.25 in Radial Ice(1.2 + 0.2Sds) * DL + E Normal Seismic Normal(1.2 + 0.2Sds) * DL + E 60 deg Seismic 60 deg(1.2 + 0.2Sds) * DL + E 90 deg Seismic 90 deg(1.2 + 0.2Sds) * DL + E 120 deg Seismic 120 deg(1.2 + 0.2Sds) * DL + E 180 deg Seismic 180 deg(1.2 + 0.2Sds) * DL + E 210 deg Seismic 210 deg(1.2 + 0.2Sds) * DL + E 240 deg Seismic 240 deg(1.2 + 0.2Sds) * DL + E 300 deg Seismic 300 deg(1.2 + 0.2Sds) * DL + E 330 deg Seismic 330 deg(0.9 - 0.2Sds) * DL + E Normal Seismic (Reduced DL) Normal(0.9 - 0.2Sds) * DL + E 60 deg Seismic (Reduced DL) 60 deg(0.9 - 0.2Sds) * DL + E 90 deg Seismic (Reduced DL) 90 deg(0.9 - 0.2Sds) * DL + E 120 deg Seismic (Reduced DL) 120 deg(0.9 - 0.2Sds) * DL + E 180 deg Seismic (Reduced DL) 180 deg(0.9 - 0.2Sds) * DL + E 210 deg Seismic (Reduced DL) 210 deg(0.9 - 0.2Sds) * DL + E 240 deg Seismic (Reduced DL) 240 deg(0.9 - 0.2Sds) * DL + E 300 deg Seismic (Reduced DL) 300 deg(0.9 - 0.2Sds) * DL + E 330 deg Seismic (Reduced DL) 330 deg1.0D + 1.0W Service Normal Serviceability - 60 mph Wind Normal1.0D + 1.0W Service 60 deg Serviceability - 60 mph Wind 60 deg1.0D + 1.0W Service 90 deg Serviceability - 60 mph Wind 90 deg1.0D + 1.0W Service 120 deg Serviceability - 60 mph Wind 120 deg1.0D + 1.0W Service 180 deg Serviceability - 60 mph Wind 180 deg1.0D + 1.0W Service 210 deg Serviceability - 60 mph Wind 210 deg1.0D + 1.0W Service 240 deg Serviceability - 60 mph Wind 240 deg1.0D + 1.0W Service 300 deg Serviceability - 60 mph Wind 300 deg1.0D + 1.0W Service 330 deg Serviceability - 60 mph Wind 330 deg

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Tower Loading

(ft)Orient.FactorElevation(ft) Description Wt.(lb) (sf)EPA K Vert.Ecc.QtyDiscrete Appurtenance Properties

Length(ft) Depth(in)Width(in)1.2D + 1.6W

M(lb-ft) Q (WL) (DL)(lb)a u (psf)z (lb)Fa Pa

297.0 Antel RWA-80017 6 31 10.9 0.80 0.69 3.08.0 11.2 6.3 6564.8 44.53 2188 268297.0 CSS X7C-865-V 3 37 11.9 0.80 0.69 2.08.0 12.5 7.1 2376.6 44.49 1188 158297.0 CSS XP16-80-2 3 10 3.1 0.80 0.70 3.04.0 6.7 4.1 958.4 44.53 319 45297.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 44.40 1629 1728280.0 Andrew HBX- 3 10 3.4 0.80 0.67 0.04.3 6.6 3.3 0.0 43.66 321 43280.0 Commscope SBNHH- 3 50 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 43.66 1142 214280.0 Ericsson RRUS-11 3 55 3.8 0.80 0.50 0.02.1 18.2 6.7 0.0 43.66 270 238280.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 43.66 1602 1728280.0 Kathrein Scala 741 3 17 3.1 0.80 0.66 0.04.3 6.1 2.7 0.0 43.66 295 71280.0 Raycap DC6-48-60- 1 20 1.1 0.80 1.00 0.02.0 9.7 9.7 0.0 43.66 53 29Totals 31 3140 284.2


Length(ft) Depth(in)Width(in)0.9D + 1.6W


297.0 Antel RWA-80017 6 31 10.9 0.80 0.69 3.08.0 11.2 6.3 6564.8 44.53 2188 151297.0 CSS X7C-865-V 3 37 11.9 0.80 0.69 2.08.0 12.5 7.1 2376.6 44.49 1188 89297.0 CSS XP16-80-2 3 10 3.1 0.80 0.70 3.04.0 6.7 4.1 958.4 44.53 319 25297.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 44.40 1629 972280.0 Andrew HBX- 3 10 3.4 0.80 0.67 0.04.3 6.6 3.3 0.0 43.66 321 24280.0 Commscope SBNHH- 3 50 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 43.66 1142 121280.0 Ericsson RRUS-11 3 55 3.8 0.80 0.50 0.02.1 18.2 6.7 0.0 43.66 270 134280.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 43.66 1602 972280.0 Kathrein Scala 741 3 17 3.1 0.80 0.66 0.04.3 6.1 2.7 0.0 43.66 295 40280.0 Raycap DC6-48-60- 1 20 1.1 0.80 1.00 0.02.0 9.7 9.7 0.0 43.66 53 16Totals 31 3140 284.2

(ft)Orient.Ice EPAIce Wt FactorElevation(ft) Description (lb) (sf) K Vert.Ecc.QtyDiscrete Appurtenance Properties

Length(ft) Depth(in)Width(in)1.2D + 1.0Di + 1.0Wi


297.0 Antel RWA-80017 6 0.8032 11.2 0.69 3.08.0 11.2 6.3 250.1 2.65 83 273297.0 CSS X7C-865-V 3 0.80121 13.0 0.69 2.08.0 12.5 7.1 97.0 2.65 48 461297.0 CSS XP16-80-2 3 0.8035 3.8 0.70 3.04.0 6.7 4.1 43.1 2.65 14 133297.0 Flat Light Sector 3 0.75507 23.3 0.67 0.00.0 0.0 0.0 0.0 2.64 79 2115280.0 Andrew HBX- 3 0.8010 3.4 0.67 0.04.3 6.6 3.3 0.0 2.60 12 44280.0 Commscope SBNHH- 3 0.8051 11.7 0.70 0.08.0 11.9 7.1 0.0 2.60 44 219280.0 Ericsson RRUS-11 3 0.8056 3.9 0.50 0.02.1 18.2 6.7 0.0 2.60 10 242280.0 Flat Light Sector 3 0.75507 23.2 0.67 0.00.0 0.0 0.0 0.0 2.60 77 2112280.0 Kathrein Scala 741 3 0.8017 3.2 0.66 0.04.3 6.1 2.7 0.0 2.60 11 73280.0 Raycap DC6-48-60- 1 0.8020 1.1 1.00 0.02.0 9.7 9.7 0.0 2.60 2 29Totals 31 4122 325.1


Length(ft) Depth(in)Width(in)1.0D + 1.0W Service


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Tower Loading297.0 Antel RWA-80017 6 31 10.9 0.80 0.69 3.08.0 11.2 6.3 976.3 10.60 325 186297.0 CSS X7C-865-V 3 37 11.9 0.80 0.69 2.08.0 12.5 7.1 353.4 10.59 177 110297.0 CSS XP16-80-2 3 10 3.1 0.80 0.70 3.04.0 6.7 4.1 142.5 10.60 48 31297.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 10.57 242 1200280.0 Andrew HBX- 3 10 3.4 0.80 0.67 0.04.3 6.6 3.3 0.0 10.39 48 30280.0 Commscope SBNHH- 3 50 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 10.39 170 149280.0 Ericsson RRUS-11 3 55 3.8 0.80 0.50 0.02.1 18.2 6.7 0.0 10.39 40 165280.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 10.39 238 1200280.0 Kathrein Scala 741 3 17 3.1 0.80 0.66 0.04.3 6.1 2.7 0.0 10.39 44 50280.0 Raycap DC6-48-60- 1 20 1.1 0.80 1.00 0.02.0 9.7 9.7 0.0 10.39 8 20

Totals 31 3140 284.2

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Tower Loading

Qty Zone(ft) In BlockFrom(ft) Description (lb/ft)WeightElev OutOfPctLinear Appurtenance Properties

Width(in) Spread OnFaces BundlingArrangementArrangement ClusterDia (in) Spacing(in) FactorOrientation KaOverride(ft)ElevTo

0.00 300.0 Climbing Ladder 1 2.00 6.90 Lin App Individual0 0.00 1.00 1.00 0.00N0.00 300.0 Waveguide 1 2.00 6.00 Lin App Individual0 0.00 1.00 1.00 0.00N0.00 297.0 1 5/8" Coax 12 1.98 0.82 Lin App Block50 0.00 0.00 1.00 0.00N0.00 280.0 0.39" (10mm) Fiber 1 0.39 0.06 Lin App Individual0 0.00 1.00 1.00 0.01N0.00 280.0 0.78" (19.7mm) 8 1 0.78 0.59 Lin App Individual0 0.00 1.00 1.00 0.01N0.00 280.0 1 5/8" Coax 12 1.98 0.82 Lin App Block50 0.00 0.50 1.00 0.00N0.00 280.0 Waveguide 1 2.00 6.00 Lin App Individual0 0.00 1.00 1.00 0.00N

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Force/Stress Summary Section: 20.000Height (ft):0.00Bot Elev (ft):1 600729

DIAGHORIZLEG SOL - 5 1/2" SOLIDDAE - 3.5x3.5x0.25

DAE - 3.5x3.5x0.25 -21.64-16.23-710.91 1.2D + 1.6W 1.2D + 1.6W 90

1.2D + 1.6W 90 17.1613.5010.01 5067

50 10010050 50 43.7 50.0 929.81 0 0 0.00 0.00 76 Member XMember Y

Member Y6348.7248.702234.2536.0149.32567 186.7 36.0 21.92 2 2 48.70 48.72 74

Max Compression Member (kip)Pu

Load Case (ft)Len

XBracing %

Y Z KL/R (ksi)F'y Phic Pn

(kip) BoltsNum Num

Holes (kip)phiRnvShear BearphiRn

(kip) %Use

Controls

DIAGHORIZLEG SOL - 5 1/2" SOLIDDAE - 3.5x3.5x0.25DAE - 3.5x3.5x0.25 20.4616.80595.36 0.9D + 1.6W 60 1.2D + 1.6W 90 0.9D + 1.6W 90 363650 655858 93.96022

1,069.193.96 022 48.7048.700.00 0.0029.5829.58 695655 MemberBolt BearBolt Bear

Controls%Use(kip)phiRnBear(kip)phiRnvShear

HolesNumBoltsNum(kip)Phit Pn(ksi)Fu(ksi)FyLoad Case(kip)PuMax Tension Member

Bolt TypeBolts%(kip)Max Splice Forces Pu(kip) Load CaseTop TensionTop CompressionBot CompressionBot Tension

phiRnt Use

683.90 1.2D + 1.6W 0.00 0574.79 0.9D + 1.6W 180 0.00 0

736.26 1.2D + 1.6W 1039.28 83616.52 0.9D + 1.6W 180 1039.28 7008 2" A572 GR. 50

Num

8 2" A572 GR. 50Section: 20.000Height (ft):20.00Bot Elev (ft):2 600729

DIAGHORIZLEG SOL - 5 1/2" SOLIDDAE - 3X3X0.25

DAE - 3X3X0.25 -21.81-15.96-659.25 1.2D + 1.6W 0.9D + 1.6W 90

1.2D + 1.6W 90 16.4412.6010.01 5067

50 10010050 50 43.7 50.0 929.81 0 0 0.00 0.00 70 Member XMember Y

Member Y9048.7248.702224.0136.0164.62567 202.8 36.0 15.82 2 2 48.70 48.72 100


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG SOL - 5 1/2" SOLIDDAE - 3X3X0.25DAE - 3X3X0.25 20.2816.48556.12 0.9D + 1.6W 180 1.2D + 1.6W 90 0.9D + 1.6W 90 363650 655858 77.65022

1,069.177.65 022 48.7048.700.00 0.0029.5829.58 685552 MemberBolt BearBolt Bear




phiRnt Use

631.21 1.2D + 1.6W 0.00 0534.66 0.9D + 1.6W 180 0.00 0

683.90 1.2D + 1.6W 0.00 0574.79 0.9D + 1.6W 180 1011.76 5708 1 1/2 A325

Num

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DIAGHORIZLEG SOL - 5 1/2" SOLIDSAE - 5X5X0.3125 -16.250.00-623.11 1.2D + 1.6W

1.2D + 1.6W 90 24.910.0006.68 100050 500100 100 58.3 50.0 834.14 0 0 0.00 0.00 74 Member X

Bolt Shear6630.4524.351130.2735.9150.4500 0.0 0.0 0.00 0 0 0.00 0.00 0Max Compression Member (kip)

PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG SOL - 5 1/2" SOLIDSAE - 5X5X0.3125 15.87

0.00529.03 0.9D + 1.6W 60 1.2D + 1.6W 90 36

050 65058 88.66

001

1,069.10.00 001 24.35

0.000.00 0.000.0018.49 85

049 MemberBolt Bear




phiRnt Use

579.12 1.2D + 1.6W 0.00 0494.49 0.9D + 1.6W 180 0.00 0

631.21 1.2D + 1.6W 0.00 0534.66 0.9D + 1.6W 180 1011.76 5308 1 1/2 A325

Num

Section: 20.000Height (ft):60.00Bot Elev (ft):4 600729


1.2D + 1.6W 90 23.180.0006.68 100050 500100 100 61.0 50.0 741.89 0 0 0.00 0.00 76 Member X

Member Z7336.5424.351120.2736.0178.5500 0.0 0.0 0.00 0 0 0.00 0.00 0Max Compression Member (kip)

PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.00489.01 0.9D + 1.6W 60 1.2D + 1.6W 90 36

050 65058 81.07

001

974.160.00 001 24.35

0.000.00 0.000.0022.18 65

050 MemberBolt Bear




phiRnt Use

527.85 1.2D + 1.6W 0.00 0454.87 0.9D + 1.6W 180 0.00 0

579.12 1.2D + 1.6W 0.00 0494.49 0.9D + 1.6W 180 1011.76 4908 1 1/2 A325

Num

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DIAGHORIZLEG SOL - 5" SOLIDSAE - 4X4X0.375 -13.660.00-519.64 1.2D + 1.6W

1.2D + 1.6W 90 21.460.0006.68 100050 500100 100 64.1 50.0 654.38 0 0 0.00 0.00 79 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG SOL - 5" SOLIDSAE - 4X4X0.375 13.41

0.00444.77 1.2D + 1.6W 60 1.2D + 1.6W 90 36

050 65058 81.07

001

883.580.00 001 24.35

0.000.00 0.000.0022.18 60

050 MemberBolt Bear




phiRnt Use

477.46 1.2D + 1.6W 0.00 0415.31 0.9D + 1.6W 180 0.00 0

527.85 1.2D + 1.6W 0.00 0454.87 0.9D + 1.6W 180 758.82 6006 1 1/2 A325

Num



1.2D + 1.6W 90 19.760.0006.68 100050 500100 100 64.1 50.0 654.37 0 0 0.00 0.00 71 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.00406.59 1.2D + 1.6W 180 1.2D + 1.6W 90 36

050 65058 55.14

001

883.580.00 001 24.35

0.000.00 0.000.0014.79 81

046 MemberBolt Bear




phiRnt Use

428.92 1.2D + 1.6W 0.00 0376.44 0.9D + 1.6W 180 0.00 0

477.46 1.2D + 1.6W 0.00 0415.31 0.9D + 1.6W 180 758.82 5506 1 1/2 A325

Num

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DIAGHORIZLEG SOL - 4 3/4" SOLIDSAE - 3.5x3.5x0.25 -11.000.00-421.18 1.2D + 1.6W

1.2D + 1.6W 90 18.070.0006.68 100050 500100 100 67.5 50.0 571.74 0 0 0.00 0.00 73 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG SOL - 4 3/4" SOLIDSAE - 3.5x3.5x0.25 10.80

0.00367.52 1.2D + 1.6W 60 1.2D + 1.6W 90 36

050 65058 46.98

001

797.450.00 001 24.35

0.000.00 0.000.0014.79 73

046 MemberBolt Bear




phiRnt Use

381.89 1.2D + 1.6W 0.00 0338.03 0.9D + 1.6W 180 0.00 0

428.92 1.2D + 1.6W 0.00 0376.44 0.9D + 1.6W 180 758.82 5006 1 1/2 A325

Num


DIAGHORIZLEG SOL - 4 1/2" SOLIDSAE - 3.5x3.5x0.25 -9.820.00-374.29 1.2D + 1.6W

1.2D + 1.6W 90 16.410.0006.68 100050 500100 100 71.2 50.0 493.98 0 0 0.00 0.00 75 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG SOL - 4 1/2" SOLIDSAE - 3.5x3.5x0.25 9.60

0.00329.48 1.2D + 1.6W 60 1.2D + 1.6W 90 36

050 65058 46.98

001

715.680.00 001 24.35

0.000.00 0.000.0014.79 64

046 MemberBolt Bear




phiRnt Use

336.17 1.2D + 1.6W 0.00 0300.15 0.9D + 1.6W 180 0.00 0

381.89 1.2D + 1.6W 0.00 0338.03 0.9D + 1.6W 180 758.82 4506 1 1/2 A325

Num

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1.2D + 1.6W 90 14.180.0005.01 100050 500100 100 60.1 50.0 434.29 0 0 0.00 0.00 76 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.00294.78 1.2D + 1.6W 180 1.2D + 1.6W 90 36

050 65058 29.44

001

565.470.00 001 24.35

0.000.00 0.000.0011.09 71

052 MemberBolt Bear




phiRnt Use

292.56 1.2D + 1.6W 0.00 0263.61 0.9D + 1.6W 180 0.00 0

336.17 1.2D + 1.6W 0.00 0300.15 0.9D + 1.6W 180 623.64 4806 1 3/8 A325

Num


DIAGHORIZLEG SOL - 3 3/4" SOLIDSAE - 2.5X2.5X0.25 -7.090.00-287.39 1.2D + 1.6W

1.2D + 1.6W 90 12.510.0005.01 100050 500100 100 64.1 50.0 368.10 0 0 0.00 0.00 78 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG SOL - 3 3/4" SOLIDSAE - 2.5X2.5X0.25 6.94

0.00259.69 0.9D + 1.6W 180 1.2D + 1.6W 90 36

050 65058 30.67

001

497.020.00 001 24.35

0.000.00 0.000.0014.79 46

052 MemberBolt Bear




phiRnt Use

250.28 1.2D + 1.6W 0.00 0227.29 0.9D + 1.6W 180 0.00 0

292.56 1.2D + 1.6W 0.00 0263.61 0.9D + 1.6W 180 623.64 4206 1 3/8 A325

Num

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1.2D + 1.6W 90 10.890.0005.01 100050 500100 100 68.7 50.0 306.70 0 0 0.00 0.00 79 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.00222.34 1.2D + 1.6W 180 1.2D + 1.6W 90 36

050 65058 23.31

001

432.950.00 001 24.35

0.000.00 0.000.0011.09 53

051 MemberBolt Bear




phiRnt Use

208.58 1.2D + 1.6W 0.00 0190.84 0.9D + 1.6W 180 0.00 0

250.28 1.2D + 1.6W 0.00 0227.29 0.9D + 1.6W 180 623.64 3606 1 3/8 A325

Num



1.2D + 1.6W 90 9.3290.0005.01 100050 500100 100 73.9 50.0 250.29 0 0 0.00 0.00 81 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.00183.90 1.2D + 1.6W 60 1.2D + 1.6W 90 36

050 65058 23.31

001

373.320.00 001 24.35

0.000.00 0.000.0011.09 47

049 MemberBolt Bear




phiRnt Use

165.95 1.2D + 1.6W 0.00 0152.86 0.9D + 1.6W 180 0.00 0

208.58 1.2D + 1.6W 0.00 0190.84 0.9D + 1.6W 180 623.64 3106 1 3/8 A325

Num

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DIAGHORIZLEG SOL - 3" SOLIDSAE - 2X2X0.1875SAE - 2X2X0.1875 -4.44-0.44-161.61 1.2D + 1.6W 1.2D + 1.6W 60 1.2D + 1.6W 90 7.3144.5004.01 10010050 50100100 100 64.1 50.0 235.59 0 0 0.00 0.00 68 Member XMember ZMember Z3713.0512.431111.7536.0113.550100 137.1 36.0 8.60 1 1 12.43 13.05 5


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG SOL - 3" SOLIDSAE - 2X2X0.1875SAE - 2X2X0.1875 4.31

0.28148.90 1.2D + 1.6W 180 1.2D + 1.6W 1.2D + 1.6W 90 36

3650 655858 18.74

011

318.1018.74 011 12.43

12.430.00 0.007.837.83 55

346 MemberBolt BearBolt Bear




phiRnt Use

120.38 1.2D + 1.6W 0.00 0111.47 0.9D + 1.6W 180 0.00 0

165.95 1.2D + 1.6W 0.00 0152.86 0.9D + 1.6W 180 623.64 2506 1 3/8 A325

Num



1.2D + 1.6W 6.0210.0004.00 100050 500100 100 76.8 50.0 143.55 0 0 0.00 0.00 76 Member X

Bolt Shear6413.0512.431113.8636.098.8500 0.0 0.0 0.00 0 0 0.00 0.00 0Max Compression Member (kip)

PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.00101.87 1.2D + 1.6W 180 1.2D + 1.6W 210 36

050 65058 18.74

001

220.950.00 001 12.43

0.000.00 0.000.007.83 99

046 MemberBolt Bear




phiRnt Use

37.75 1.2D + 1.6W 0.00 033.37 0.9D + 1.6W 180 0.00 0

120.38 1.2D + 1.6W 0.00 0111.47 0.9D + 1.6W 180 623.64 1806 1 3/8 A325

Num

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DIAGHORIZLEG SOL - 1 3/4" SOLIDSAE - 2X2X0.1875SAE - 2X2X0.1875 -4.06-1.00-32.22 1.2D + 1.6W 1.2D + 1.6W 1.2D + 1.6W 6.0214.5004.00 10010050 50100100 100 109.7 50.0 44.89 0 0 0.00 0.00 71 Member XMember ZBolt Shear3213.0512.431113.8636.098.850100 137.1 36.0 8.60 1 1 12.43 13.05 11


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG SOL - 1 3/4" SOLIDSAE - 2X2X0.1875SAE - 2X2X0.1875 4.07

1.0529.42 0.9D + 1.6W 180 1.2D + 1.6W 180 1.2D + 1.6W 330 36

3650 655858 18.74

011

108.2418.74 011 12.43

12.430.00 0.007.837.83 51

1327 MemberBolt BearBolt Bear




phiRnt Use

0.24 (1.2 + 0.2Sds) * 0.00 00.00 0.00 0

37.75 1.2D + 1.6W 0.00 033.37 0.9D + 1.6W 180 218.08 1504 1 A325

Num

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Force/Stress Summary

(deg)(ft)Elevation (ft)Deflection Sway(deg)Twist

Deflections and Rotations

Load Case Resultant(deg)123 mph Normal to Face with No Ice 3.346 1.7984280.00 0.0670 1.7997123 mph Normal to Face with No Ice 3.860 3.1479296.00 0.0700 3.1487123 mph 60 degree with No Ice 3.137 1.6948280.00 0.9942 1.9649123 mph 60 degree with No Ice 3.617 1.7323296.00 2.0836 2.7096123 mph 90 degree with No Ice 3.178 1.6965280.00 -0.0680 1.6979123 mph 90 degree with No Ice 3.660 0.4806296.00 -0.0605 0.4844123 mph 120 degree with No Ice 3.333 1.7774280.00 -1.0621 2.0622123 mph 120 degree with No Ice 3.837 1.8000296.00 -2.1934 2.8261123 mph 180 degree with No Ice 3.150 1.7179280.00 0.0496 1.7186123 mph 180 degree with No Ice 3.640 3.0645296.00 0.0332 3.0647123 mph 210 degree with No Ice 3.196 1.7376280.00 1.0041 1.9895123 mph 210 degree with No Ice 3.689 2.7750296.00 2.0971 3.4541123 mph 240 degree with No Ice 3.333 1.7774280.00 1.0621 2.0622123 mph 240 degree with No Ice 3.837 1.8000296.00 2.1934 2.8261123 mph 300 degree with No Ice 3.137 1.6948280.00 -0.8317 1.9649123 mph 300 degree with No Ice 3.617 1.7323296.00 -1.9116 2.7096123 mph 330 degree with No Ice 3.196 1.7367280.00 -0.8552 2.0207123 mph 330 degree with No Ice 3.689 2.7766296.00 -1.9485 3.5035123 mph Normal to Face with No Ice (Reduced DL) 3.339 1.7938280.00 0.0669 1.7951123 mph Normal to Face with No Ice (Reduced DL) 3.851 3.1430296.00 0.0699 3.1438123 mph 60 deg with No Ice (Reduced DL) 3.130 1.6902280.00 0.9883 1.9579123 mph 60 deg with No Ice (Reduced DL) 3.609 1.7283296.00 2.0735 2.6993123 mph 90 deg with No Ice (Reduced DL) 3.171 1.6921280.00 -0.0677 1.6935123 mph 90 deg with No Ice (Reduced DL) 3.652 0.4760296.00 -0.0603 0.4798123 mph 120 deg with No Ice (Reduced DL) 3.326 1.7728280.00 -1.0593 2.0569123 mph 120 deg with No Ice (Reduced DL) 3.828 1.7960296.00 -2.1876 2.8190123 mph 180 deg with No Ice (Reduced DL) 3.144 1.7134280.00 0.0495 1.7141123 mph 180 deg with No Ice (Reduced DL) 3.632 3.0600296.00 0.0332 3.0601123 mph 210 deg with No Ice (Reduced DL) 3.189 1.7330280.00 1.0014 1.9844123 mph 210 deg with No Ice (Reduced DL) 3.681 2.7704296.00 2.0916 3.4471123 mph 240 deg with No Ice (Reduced DL) 3.326 1.7728280.00 1.0593 2.0569123 mph 240 deg with No Ice (Reduced DL) 3.828 1.7960296.00 2.1876 2.8190123 mph 300 deg with No Ice (Reduced DL) 3.130 1.6902280.00 -0.8267 1.9579123 mph 300 deg with No Ice (Reduced DL) 3.609 1.7283296.00 -1.9028 2.6993123 mph 330 deg with No Ice (Reduced DL) 3.190 1.7322280.00 -0.8531 2.0154123 mph 330 deg with No Ice (Reduced DL) 3.681 2.7719296.00 -1.9436 3.496430 mph Normal with 0.25 in Radial Ice 0.148 0.0791280.00 0.0020 0.079130 mph Normal with 0.25 in Radial Ice 0.171 0.1328296.00 0.0014 0.132830 mph 60 deg with 0.25 in Radial Ice 0.141 0.0756280.00 0.0025 0.075630 mph 60 deg with 0.25 in Radial Ice 0.163 0.0693296.00 0.0032 0.069430 mph 90 deg with 0.25 in Radial Ice 0.143 0.0757280.00 -0.0023 0.075730 mph 90 deg with 0.25 in Radial Ice 0.164 0.0278296.00 -0.0016 0.027930 mph 120 deg with 0.25 in Radial Ice 0.148 0.0781280.00 -0.0026 0.078130 mph 120 deg with 0.25 in Radial Ice 0.170 0.0713296.00 -0.0033 0.071330 mph 180 deg with 0.25 in Radial Ice 0.142 0.0768280.00 0.0019 0.076830 mph 180 deg with 0.25 in Radial Ice 0.164 0.1295296.00 0.0013 0.129530 mph 210 deg with 0.25 in Radial Ice 0.143 0.0770280.00 0.0017 0.077030 mph 210 deg with 0.25 in Radial Ice 0.165 0.1138296.00 0.0026 0.113830 mph 240 deg with 0.25 in Radial Ice 0.148 0.0781280.00 0.0026 0.078130 mph 240 deg with 0.25 in Radial Ice 0.170 0.0713296.00 0.0033 0.071330 mph 300 deg with 0.25 in Radial Ice 0.141 0.0756280.00 0.0014 0.075630 mph 300 deg with 0.25 in Radial Ice 0.163 0.0693296.00 -0.0005 0.0694

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Force/Stress Summary 30 mph 330 deg with 0.25 in Radial Ice 0.143 0.0769280.00 0.0006 0.076930 mph 330 deg with 0.25 in Radial Ice 0.165 0.1142296.00 -0.0010 0.1143Seismic Normal M1 0.227 0.1175280.00 0.0033 0.1175Seismic Normal M1 0.260 0.1195296.00 0.0025 0.1195Seismic Normal M2 0.142 0.0873280.00 0.0024 0.0873Seismic Normal M2 0.167 0.0895296.00 0.0016 0.0895Seismic 60 deg M1 0.227 0.1166280.00 0.0034 0.1166Seismic 60 deg M1 0.260 0.1194296.00 0.0025 0.1194Seismic 60 deg M2 0.142 0.0864280.00 0.0024 0.0864Seismic 60 deg M2 0.167 0.0894296.00 0.0016 0.0894Seismic 90 deg M1 0.227 0.1172280.00 -0.0039 0.1172Seismic 90 deg M1 0.260 0.1195296.00 -0.0029 0.1195Seismic 90 deg M2 0.142 0.0870280.00 -0.0027 0.0870Seismic 90 deg M2 0.167 0.0895296.00 -0.0019 0.0895Seismic 120 deg M1 0.227 0.1175280.00 0.0033 0.1175Seismic 120 deg M1 0.260 0.1195296.00 0.0025 0.1195Seismic 120 deg M2 0.142 0.0873280.00 0.0024 0.0873Seismic 120 deg M2 0.167 0.0895296.00 0.0016 0.0895Seismic 180 deg M1 0.227 0.1166280.00 0.0034 0.1166Seismic 180 deg M1 0.260 0.1194296.00 0.0025 0.1194Seismic 180 deg M2 0.142 0.0864280.00 0.0024 0.0864Seismic 180 deg M2 0.167 0.0894296.00 0.0016 0.0894Seismic 210 deg M1 0.227 0.1172280.00 0.0019 0.1172Seismic 210 deg M1 0.260 0.1195296.00 0.0014 0.1195Seismic 210 deg M2 0.142 0.0870280.00 0.0014 0.0870Seismic 210 deg M2 0.167 0.0895296.00 0.0010 0.0895Seismic 240 deg M1 0.227 0.1175280.00 0.0033 0.1175Seismic 240 deg M1 0.260 0.1195296.00 0.0025 0.1195Seismic 240 deg M2 0.142 0.0873280.00 0.0024 0.0873Seismic 240 deg M2 0.167 0.0895296.00 0.0016 0.0895Seismic 300 deg M1 0.227 0.1166280.00 0.0034 0.1166Seismic 300 deg M1 0.260 0.1194296.00 0.0025 0.1194Seismic 300 deg M2 0.142 0.0864280.00 0.0024 0.0864Seismic 300 deg M2 0.167 0.0894296.00 0.0016 0.0894Seismic 330 deg M1 0.227 0.1172280.00 0.0019 0.1172Seismic 330 deg M1 0.260 0.1195296.00 0.0014 0.1195Seismic 330 deg M2 0.142 0.0870280.00 0.0014 0.0870Seismic 330 deg M2 0.167 0.0895296.00 0.0010 0.0895Seismic (Reduced DL) Normal M1 0.226 0.1168280.00 0.0033 0.1168Seismic (Reduced DL) Normal M1 0.259 0.1191296.00 0.0025 0.1191Seismic (Reduced DL) Normal M2 0.142 0.0868280.00 0.0024 0.0868Seismic (Reduced DL) Normal M2 0.167 0.0892296.00 0.0016 0.0892Seismic (Reduced DL) 60 deg M1 0.226 0.1161280.00 0.0033 0.1161Seismic (Reduced DL) 60 deg M1 0.259 0.1190296.00 0.0025 0.1191Seismic (Reduced DL) 60 deg M2 0.142 0.0860280.00 0.0024 0.0860Seismic (Reduced DL) 60 deg M2 0.167 0.0892296.00 0.0016 0.0892Seismic (Reduced DL) 90 deg M1 0.226 0.1166280.00 -0.0038 0.1166Seismic (Reduced DL) 90 deg M1 0.259 0.1191296.00 -0.0028 0.1191Seismic (Reduced DL) 90 deg M2 0.142 0.0866280.00 -0.0027 0.0866Seismic (Reduced DL) 90 deg M2 0.167 0.0892296.00 -0.0019 0.0892Seismic (Reduced DL) 120 deg M1 0.226 0.1168280.00 0.0033 0.1168Seismic (Reduced DL) 120 deg M1 0.259 0.1191296.00 0.0025 0.1191Seismic (Reduced DL) 120 deg M2 0.142 0.0868280.00 0.0024 0.0868Seismic (Reduced DL) 120 deg M2 0.167 0.0892296.00 0.0016 0.0892Seismic (Reduced DL) 180 deg M1 0.226 0.1161280.00 0.0033 0.1161Seismic (Reduced DL) 180 deg M1 0.259 0.1190296.00 0.0025 0.1191Seismic (Reduced DL) 180 deg M2 0.142 0.0860280.00 0.0024 0.0860Seismic (Reduced DL) 180 deg M2 0.167 0.0892296.00 0.0016 0.0892Seismic (Reduced DL) 210 deg M1 0.226 0.1166280.00 0.0019 0.1166

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Force/Stress Summary Seismic (Reduced DL) 210 deg M1 0.259 0.1191296.00 0.0014 0.1191Seismic (Reduced DL) 210 deg M2 0.142 0.0866280.00 0.0014 0.0866Seismic (Reduced DL) 210 deg M2 0.167 0.0892296.00 0.0009 0.0892Seismic (Reduced DL) 240 deg M1 0.226 0.1168280.00 0.0033 0.1168Seismic (Reduced DL) 240 deg M1 0.259 0.1191296.00 0.0025 0.1191Seismic (Reduced DL) 240 deg M2 0.142 0.0868280.00 0.0024 0.0868Seismic (Reduced DL) 240 deg M2 0.167 0.0892296.00 0.0016 0.0892Seismic (Reduced DL) 300 deg M1 0.226 0.1161280.00 0.0033 0.1161Seismic (Reduced DL) 300 deg M1 0.259 0.1190296.00 0.0025 0.1191Seismic (Reduced DL) 300 deg M2 0.142 0.0860280.00 0.0024 0.0860Seismic (Reduced DL) 300 deg M2 0.167 0.0892296.00 0.0016 0.0892Seismic (Reduced DL) 330 deg M1 0.226 0.1166280.00 0.0019 0.1166Seismic (Reduced DL) 330 deg M1 0.259 0.1191296.00 0.0014 0.1191Seismic (Reduced DL) 330 deg M2 0.142 0.0866280.00 0.0014 0.0866Seismic (Reduced DL) 330 deg M2 0.167 0.0892296.00 0.0009 0.0892Serviceability - 60 mph Wind Normal 0.501 0.2676280.00 0.0078 0.2677Serviceability - 60 mph Wind Normal 0.577 0.4684296.00 0.0064 0.4685Serviceability - 60 mph Wind 60 deg 0.469 0.2512280.00 0.0168 0.2517Serviceability - 60 mph Wind 60 deg 0.541 0.2366296.00 0.0339 0.2390Serviceability - 60 mph Wind 90 deg 0.476 0.2525280.00 -0.0087 0.2527Serviceability - 60 mph Wind 90 deg 0.548 0.0716296.00 -0.0069 0.0719Serviceability - 60 mph Wind 120 deg 0.498 0.2630280.00 -0.0175 0.2630Serviceability - 60 mph Wind 120 deg 0.573 0.2454296.00 -0.0352 0.2465Serviceability - 60 mph Wind 180 deg 0.472 0.2557280.00 0.0072 0.2558Serviceability - 60 mph Wind 180 deg 0.545 0.4556296.00 0.0054 0.4557Serviceability - 60 mph Wind 210 deg 0.478 0.2577280.00 0.0137 0.2577Serviceability - 60 mph Wind 210 deg 0.552 0.3996296.00 0.0315 0.4002Serviceability - 60 mph Wind 240 deg 0.498 0.2630280.00 0.0175 0.2630Serviceability - 60 mph Wind 240 deg 0.573 0.2454296.00 0.0352 0.2465Serviceability - 60 mph Wind 300 deg 0.469 0.2512280.00 -0.0018 0.2517Serviceability - 60 mph Wind 300 deg 0.541 0.2366296.00 -0.0218 0.2390Serviceability - 60 mph Wind 330 deg 0.478 0.2577280.00 -0.0050 0.2583Serviceability - 60 mph Wind 330 deg 0.552 0.3999296.00 -0.0246 0.4014

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