Structural Design Calculations of Cement Mill 4

CIVIL – STRUCTURAL DESIGN CALCULATIONAND ANALYSIS OF REINCORCED

CONCRETE WORKS

PROJECT TITLE

PROPOSED RC COLUMNS FORTRANSPORTER STRUCTURAL STEEL

FRAME OF CEMENT MILL 4

OWNER / PROJECT LOCATION

MABUHAY FILCEMENT INC.South Poblacion, San Fernando, Cebu, Philippines

DESCRIPTION OF JOB ORDER

DESIGN CHECK CALCULATIONS & ANALYSISOF REINFORCED SQUARE COLUMNS FOR TRANSPORTER

STRUCTURAL STEEL FRAME

PREPARED BY

2015 of MAY

South Poblacion, San Fernando,Cebu, Philippines Tel. No. : 488-9788

1. GENERAL INFORMATIONS

1.1 Scope

This criteria covers the civil design check analysis for the proposed transporterstructural steel frames reinforced concrete square columns for Cement Mill 4 atMabuhay Filcement Inc. Plant located at San Fernando Cebu Philippines.

1.2 Units of Measurements

The units of measurements for the design calculations are in S.I system units,unless otherwise noted.

1.3 Codes, Standards & References

Except as modified by the governing codes and by the specifications, the designand construction shall comply with the applicable provisions andrecommendations of the following as stated below.

NSCP 2001 National Structural Code of the PhilippinesNSCP C101 – 01Volume 1 : Buildings, Towers and Other Vertical StructuresFifth Edition

ACI 318-99 American Concrete Institute Manual

UBC 94 Uniform Building Code Manual

2. CIVIL-STRUCTURAL DESIGN

2.1 Member Design Method

For Concrete Allowable Stress Design Load Resistance Factored Design

2.2 Material Properties

2.2.1 Concrete

Design Strength = 3,000 psiModulus of Elasticity (E) = 21,526.0 MPaPoisson’s Ratio (U) = 0.20Specified compressive strength = 20.7 MPa

2.2.2 Deformed Steel Reinforcements Bars

For Bar #3 (10-mmФ), Bar #5 (16-mmФ)ASTM Standard = A615-85Grade = 40Min. Yield Strength (fy) = 276 MPaMin. Tensile Stress (Fu) = 413.68 MPa

Modulus of Elasticity of Steel = 200,000 MPa

2.2.3 Soil Bearing Capacity

Recommended Allowable Soil Bearing Capacity = 5000 psf (239 kPa) (Reference from CN Ramientos Consultancy)

Assumption Value to be used in the design = 200 kPa

3. DESIGN LOADINGS

3.1 Dead Loads (DL)

3.1.1 Unit weights of major construction materials

Concrete = 2400 kg/m3

Soil / Earth = 1650 kg/ m3

Steel Reinforcement Bars = 7850 kg/m3

3.1.2 Distribution of Loads

The dead loads shall act in the gravitational direction upon tributaryareas projected from the horizontal plane axis.

Cyclone Load (for 2-pcs) = 5-tons (44.482 kN)Separator Load (1-pc) = 3-tons (26.689 kN)Belt Conveyor Load = 1-ton (8.896 kN)

3.2 Operational Loads (OP)

• Cyclone Operational Load = 25% X Cyclone Load

• Separator Operationa Load = 25% X Separator Load

• Belt Conveyor Operationa Load = 25% X Belt Conveyor Load

3.3 Vibration Loads (VL)

• Cyclone Vibration Load = 50% X Cyclone Load

• Separator Vibration Load = 50% X Separator Load

• Belt Conveyor Vibration Load = 50% X Belt Conveyor Load

3.4 Soil / Earth Pressure Loads (H)

At Depth 3.0-meter below the NGL/FFL PHt_2.0 = 24 kN / m

3.5 Earthquake Loads (E)

Auto Program UBC 97

• Seismic Coefficients Zone Factor = 0.2Soil Type = SEImportance factor = 1.0

• Overstrength Coefficients R = 8.5

3.6 Load Combinations (COMB)

All the Structural elements shall be designed according to the following loadcombinations as stated by the codes whichever produces the most unfavorableeffect.

3.6.1 Load Combinations using ASD at Service Limit States

SC1 = 1.0 (DL)SC2 = 1.0 (DL) + 1.0 (OP) + 1.0 (LL)SC3 = 1.0 (DL) + 1.0 (OP) + 0.75 (LL)SC4 = 1.0 (DL) + 1.0 (OP) + 0.75 (VL)SC5 = 1.0 (DL) + 1.0 (OP) + 1.0 (WLx)SC6 = 1.0 (DL) + 1.0 (OP) + 1.0 (WLy)SC7 = 1.0 (DL) + 1.0 (OP) + 0.7 (EQx)

SC8 = 1.0 (DL) + 1.0 (OP) + 0.7 (Eqy)SC9 = 1.0 (DL+OP) + 0.75 (WLx) + 0.75 (LL)SC9a = 1.0 (DL+OP) + 0.75 (WLy) + 0.75 (LL)SC10 = 1.0 (DL+OP) + 0.75 (LL) + 0.7 (Eqx)SC10a= 1.0 (DL+OP) + 0.75 (LL) + 0.7 (Eqy)SC11 = 0.6 (DL+OP) + 1.0 (WLx) + 1.0 (Hx)SC12 = 0.6 (DL+OP) + 1.0 (WLy) + 1.0 (Hy)SC12 = 0.6 (DL+OP) + 0.7 (EQx) + 1.0 (Hx)SC13 = 0.6 (DL+OP) + 0.7 (EQy) + 1.0 (Hy)

3.6.2 Load Combinations using USD at Ultimate Limit States

UC1 = 1.4 (DL)UC2 = 1.4 (DL + OP) + 1.7(LL)UC3 = 1.4 (DL + OP) + 1.7(VL)UC4 = 1.05 (DL + OP) + 0.75 (LL) + 1.275 (WLx)UC5 = 1.05 (DL + OP) + 0.75 (LL) + 1.275 (WLy)UC6 = 0.9 (DL + OP) + 1.3 (WLx)UC7 = 0.9 (DL + OP) + 1.3 (WLy)UC8 = 1.32 (DL + OP) + 1.1 (VL) + 1.1 (EQx)UC9 = 1.32 (DL + OP) + 1.1 (VL) + 1.1 (EQy)UC10 = 0.99 (DL + OP) + 1.1 (EQx)UC11 = 0.99 (DL + OP) + 1.1 (Eqy)UC12 = 1.4 (DL + OP) + 1.7 (VL) + 1.7 (Hx)UC13 = 1.4 (DL + OP) + 1.7 (VL) + 1.7 (Hy)UC14 = 1.4 (DL + OP) + 1.7 (VL) - 1.7 (Hx)UC15 = 1.4 (DL + OP) + 1.7 (VL) - 1.7 (Hy)UC16 = 1.4 (DL + OP) + 1.7 (VL) - 1.7 (Hx)

4. Design Result Output (Observations & Findings)

All the Structural members are passed are passed the limit states and meets thedesign criteria.

DESIGN CHECK OF TRANSPORTERREINFORCED CONCRETE SQUARECOLUMNS FOR CEMENT MILL 4

3D MODEL ANALYSIS PERSPECTIVE

Stru

ctu

ral S

teel F

ram

e R

C C

olu

mn

L

ayo

ut

Loadings

Dead Loads : Self-weight of Steel, Concrete, Rebars & Applied Loadings

Loadings

Operational Loads : Cyclone, Separator and Belt Conveyor

Loadings

Vibrational Loads : Cyclone, Separator and Belt Conveyor

Loadings

Wind Load at X-direction = 200 kPa

Loadings

Wind Load at Y-direction = 200 kPa

Loadings

Earth / Soil Pressure at X- direction = 103 pcf

Loadings

Earth / Soil Pressure at Y- direction = 103 pcf

Stress Capacity Check

PMM Column Interaction Ratios > 1.0 … PASSED !!!

Joint Labels

JOINT LABEL 540JOINT LABEL 541

Frame Labels

Section Sizes

RC column 500x500

Project : CEMENT MILL #4

Owner : MABUHAY FILCEMENT INC

Location : SAN FERNANDO, CEBU

Subject : DESIGN OF FOOTING FOR TRANSPORTER STEEL FRAME

Joint Nos. : Joints 540 and 541

Design Parameters Column Dimension

fc 20.70MPa:= ( compressive strength of concrete, MPa ) b 500mm:= h 500mm:=

fy 276MPa:= ( yield strength of rebars, MPa )

TRIAL footing dimensionASBC 200kPa:= ( allowable soil bearing capacity )

B 1.2m≡ t 300mm≡

wc 2400kgf

m3

23.536kN

m3

⋅=:=( unit weight of concrete )

A 1.2m≡ deff t 75mm−:=

deff 0.225m=ws 100pcf 15.709

kN

m3

⋅=:= ( unit weight of soil )

D 2.3m≡ ( depth of soil )β 0.85:= ( reduction factor )

d1 D t−:=θ 0.90:= ( reduction factor )

d1 2.00m=

Loadings ( Unfactored Maximum Loadings )

b

h

A

B

ds

deff t

x

y

q-min

q-max

yc

qc

deff

Ds

A

[(A-b/2)+b]

PDL 43.441kN:= PWLx 3.487kN:= PEQx 7.318kN:=

POP 4.624kN:= PWLy 6.328kN:=PEQy 9.920kN:=

PLL 0.021kN:= PHx 0.171kN:=

PVL 5.507kN:= PHy 0.454kN:=

MDLx 1.0484kN m⋅:= MWLx 14.8489kN m⋅:=

MOPx 0.2918kN m⋅:= MHx 14.8628kN m⋅:=

MLLx 0.0437kN m⋅:= MEQx 23.3381kN m⋅:=

MVLx 0.3463kN m⋅:=

MDLy 0.643kN m⋅:= MWLy 24.3087kN m⋅:=

MOPy 0.145kN m⋅:= MHy 15.1185kN m⋅:=

MLLy 0.0227kN m⋅:= MEQy 27.616kN m⋅:=

MVLy 0.1721kN m⋅:=

Load Combinations ( SOIL PRESSURE at SERVICE LIMIT STATES)

Pd PDL wc B A⋅ t⋅( )⋅+ ws B A⋅ b h⋅−( )⋅ d1⋅+ 90.995 kN⋅=:=

P1 1 Pd( ):=P10 1 Pd POP+( ) 0.75 PEQx( )+ 0.75 PLL( )⋅+:=

P2 1 Pd POP+( ) 1 PLL( )+:=

P10a 1 Pd POP+( ) 0.75 PEQy( )+ 0.75 PLL( )⋅+:=

P3 1 Pd POP+( ) 0.75 PLL( )+:=P11 0.6 Pd POP+( ) 1 PWLx( )+ 1 PHx( )+:=

P4 1 Pd POP+( ) 0.75 PVL( )+:= P12 0.6 Pd POP+( ) 1 PWLy( )+ 1 PHy( )+:=

P13 0.6 Pd POP+( ) 0.7 PEQx( )+ 1 PHx( )+:=P5 1 Pd POP+( ) 1 PWLx( )+:=

P14 0.6 Pd POP+( ) 0.7 PEQy( )+ 1 PHy( )+:=

P6 1 Pd POP+( ) 1 PWLy( )+:=

P15 1 Pd POP+( ) 1 PHx( )+ 0.75 PVL( )+:=

P7 1 Pd POP+( ) 0.7 PEQx( )+:=P16 1 Pd POP+( ) 1 PHy( )+ 0.75 PVL( )+:=

P8 1 Pd POP+( ) 0.7 PEQy( )+:=

P17 1 Pd POP+( ) 1 PHx( )− 0.75 PVL( )+:=

P9 1 Pd POP+( ) 0.75 PWLx( )+ 0.75 PLL( )⋅+:=

P18 1 Pd POP+( ) 1 PHy( )− 0.75 PVL( )+:=P9a 1 Pd POP+( ) 0.75 PWLy( )+ 0.75 PLL( )⋅+:=

Mx1 1 MDLx( ):= Mx9 1 MDLx MOPx+( ) 0.75 MWLx( )+ 0.75 MLLx( )⋅+:=

Mx2 1 MDLx MOPx+( ) 1 MLLx( )+:=Mx10 1 MDLx MOPx+( ) 0.75 MEQx( )+ 0.75 MLLx( )⋅+:=

Mx3 1 MDLx MOPx+( ) 0.75 MLLx( )+:= Mx11 0.6 MDLx MOPx+( ) 1 MWLx( )+ 1 MHx( )+:=

Mx4 1 MDLx MOPx+( ) 0.75 MVLx( )+:= Mx13 0.6 MDLx MOPx+( ) 0.7 MEQx( )+ 1 MHx( )+:=

Mx5 1 MDLx MOPx+( ) 1 MWLx( )+:=Mx15 1 MDLx MOPx+( ) 1 MHx( )+ 0.75 MVLx( )+:=

Mx7 1 MDLx MOPx+( ) 0.7 MEQx( )+:=

Mx17 1 MDLx MOPx+( ) 1 MHx( )− 0.75 MVLx( )+:=

My1 1 MDLy( ):= My9a 1 MDLy MOPy+( ) 0.75 MWLy( )+ 0.75 MLLy( )⋅+:=

My2 1 MDLy MOPy+( ) 1 MLLy( )+:=My10a 1 MDLy MOPy+( ) 0.75 MEQy( )+ 0.75 MLLy( )⋅+:=

My3 1 MDLy MOPy+( ) 0.75 MLLy( )+:= My12 0.6 MDLy MOPy+( ) 1 MWLy( )+ 1 MHy( )+:=

My4 1 MDLy MOPy+( ) 0.75 MVLy( )+:= My14 0.6 MDLy MOPy+( ) 0.7 MEQy( )+ 1 MHy( )+:=

My6 1 MDLy MOPy+( ) 1 MWLy( )+:= My16 1 MDLy MOPy+( ) 1 MHy( )+ 0.75 MVLy( )+:=

My8 1 MDLy MOPy+( ) 0.7 MEQy( )+:= My18 1 MDLy MOPy+( ) 1 MHy( )− 0.75 MVLy( )+:=

Pmax 103.075 kN⋅= Mxmax 32.004 kN m⋅⋅= Mymax 39.9 kN m⋅⋅=

qsvc1

P1

B A⋅

6 Mx1⋅

A B2

⋅

+

6 My1⋅

B A2

⋅

+:=qsvc8

P8

B A⋅

6 My8⋅

B A2

⋅

+:=qsvc13

P13

B A⋅

6 Mx13⋅

A B2

⋅

+:=

qsvc2

P2

B A⋅

6 Mx2⋅

A B2

⋅

+

6 My2⋅

B A2

⋅

+:= qsvc9

P9

B A⋅

6 Mx9⋅

A B2

⋅

+:=

qsvc14

P14

B A⋅

6 My14⋅

B A2

⋅

+:=

qsvc3

P3

B A⋅

6 Mx3⋅

A B2

⋅

+

6 My3⋅

B A2

⋅

+:= qsvc9a

P9a

B A⋅

6 My9a⋅

B A2

⋅

+:=

qsvc15

P15

B A⋅

6 Mx15⋅

A B2

⋅

+:=

qsvc4

P4

B A⋅

6 Mx4⋅

A B2

⋅

+

6 My4⋅

B A2

⋅

+:= qsvc10

P10

B A⋅

6 Mx10⋅

A B2

⋅

+:=qsvc16

P16

B A⋅

6 My16⋅

B A2

⋅

+:=

qsvc5

P5

B A⋅

6 Mx5⋅

A B2

⋅

+:=qsvc10a

P10a

B A⋅

6 My10a⋅

B A2

⋅

+:=qsvc17

P17

B A⋅

6 Mx17⋅

A B2

⋅

+:=

qsvc6

P6

B A⋅

6 My6⋅

B A2

⋅

+:=qsvc11

P11

B A⋅

6 Mx11⋅

A B2

⋅

+:=

qsvc18

P18

B A⋅

6 My18⋅

B A2

⋅

+:=

qsvc7

P7

B A⋅

6 Mx7⋅

A B2

⋅

+:=

qsvc12

P12

B A⋅

6 My12⋅

B A2

⋅

+:=

qsvc_min 19.645 kPa⋅= qsvc_max 183.093 kPa⋅=

Allowable ACTUAL

qsvc1 69.064 kPa⋅= qsvc9 111.666 kPa⋅= qsvc15 126.552 kPa⋅=ASBC 200 KPa⋅=

qsvc2 74.037 kPa⋅= qsvc9a 135.808 kPa⋅= qsvc16 125.265 kPa⋅=qal ASBC 1.333⋅:=

qsvc3 73.976 kPa⋅= qsvc10 135.768 kPa⋅=qal 266.6 KPa⋅= qsvc17 23.1 kPa⋅=

qsvc4 78.01 kPa⋅= qsvc10a 146.292 kPa⋅=

qsvc18 19.645 kPa⋅=

qsvc5 125.036 kPa⋅= qsvc11 148.339 kPa⋅=

qsvc6 157.938 kPa⋅= qsvc12 183.093 kPa⋅=

qsvc7 131.338 kPa⋅= qsvc13 154.641 kPa⋅=

qsvc8 141.083 kPa⋅= qsvc14 166.238 kPa⋅=

qallow > qnactual .... SAFE!!!

Load Combinations ( at ULTIMATE LIMIT STATES)

Fzuc1 60.817kN:= Mxuc1 1.4678kN m⋅:= (absolute) Myuc1 0.9002kN m⋅:= (absolute)




Fzuc5 42.415kN:= Mxuc5 31.0313kN m⋅:= Myuc5 3.3577kN m⋅:= (absolute)


Myuc7 3.2766kN m⋅:= (absolute)Fzuc7 35.032kN:= Mxuc7 31.6174kN m⋅:=

Myuc8 26.5434kN m⋅:= (absolute)Fzuc8 75.728kN:= Mxuc8 1.1459kN m⋅:=





Fzuc13 77.104kN:= Mxuc13 23.2365kN m⋅:= Myuc13 0.7496kN m⋅:=

Fzuc14 76.913kN:= Mxuc14 2.4139kN m⋅:= (absolute) Myuc14 24.9699kN m⋅:=


FzUCmax 77.104 kN⋅= MxUCmax 31.617 kN m⋅⋅= MyUCmax 26.627 kN m⋅⋅=

Ultimate soil pressures

qult1

Fzuc1

B A⋅

6 Mxuc1⋅

A B2

⋅

+

6 Myuc1⋅

B A2

⋅

+:= qult8

Fzuc8

B A⋅

6 Mxuc8⋅

A B2

⋅

+

6 Myuc8⋅

B A2

⋅

+:=

qult2

Fzuc2

B A⋅

6 Mxuc2⋅

A B2

⋅

+

6 Myuc2⋅

B A2

⋅

+:= qult9

Fzuc9

B A⋅

6 Mxuc9⋅

A B2

⋅

+

6 Myuc9⋅

B A2

⋅

+:=

qult10

Fzuc10

B A⋅

6 Mxuc10⋅

A B2

⋅

+

6 Myuc10⋅

B A2

⋅

+:=qult3

Fzuc3

B A⋅

6 Mxuc3⋅

A B2

⋅

+

6 Myuc3⋅

B A2

⋅

+:=

qult11

Fzuc11

B A⋅

6 Mxuc11⋅

A B2

⋅

+

6 Myuc11⋅

B A2

⋅

+:=

qult4

Fzuc4

B A⋅

6 Mxuc4⋅

A B2

⋅

+

6 Myuc4⋅

B A2

⋅

+:=

qult12

Fzuc12

B A⋅

6 Mxuc12⋅

A B2

⋅

+

6 Myuc12⋅

B A2

⋅

+:=

qult5

Fzuc5

B A⋅

6 Mxuc5⋅

A B2

⋅

+

6 Myuc5⋅

B A2

⋅

+:=

qult13

Fzuc13

B A⋅

6 Mxuc13⋅

A B2

⋅

+

6 Myuc13⋅

B A2

⋅

+:=

qult6

Fzuc6

B A⋅

6 Mxuc6⋅

A B2

⋅

+

6 Myuc6⋅

B A2

⋅

+:=

qult14

Fzuc14

B A⋅

6 Mxuc14⋅

A B2

⋅

+

6 Myuc14⋅

B A2

⋅

+:=

qult7

Fzuc7

B A⋅

6 Mxuc7⋅

A B2

⋅

+

6 Myuc7⋅

B A2

⋅

+:=

qult15

Fzuc15

B A⋅

6 Mxuc15⋅

A B2

⋅

+

6 Myuc15⋅

B A2

⋅

+:=

qult_min 50.456 kPa⋅= qult_max 160.536 kPa⋅= qult_average 124.106 kPa⋅=

b

h

A

B

ds

deff t

x

y

q-min

q-max

yc

qc

deff

Ds

A

[(A-b/2)+b]

BEAM SHEAR < check assume ( deff ) >

fc1 20.70≡

vcallow1

6fc1⋅ MPa⋅:=

vcallow 0.758 MPa⋅=

vnactual

qult_maxA b−

2deff−

⋅ B⋅

β deff⋅ B⋅

:=

vnactual 0.105 MPa⋅=

vcallow > vnactual ....... SAFE !!!!

PUNCHING SHEAR < check assume ( deff ) >

vc_allow min1 fc1⋅

31

2

b

h

+

fc1

6⋅,

MPa⋅:= vc_allow 1.517 MPa⋅=

vn_actual

FzUCmax qult_average b deff+( )⋅ h deff+( )⋅−

β 2 b deff+( )⋅ 2 h deff+( )⋅+ ⋅ deff⋅

:=vn_actual 0.021 MPa⋅=

vcallow > vnactual ....... SAFE !!!!

Check for BENDING fy1 276:= fc2 20.70:=

Mu1

2qc⋅

A b−

2

⋅ B⋅

1

3⋅

A b−

2

⋅

1

2qult_max⋅

A b−

2

⋅ B⋅

2

3⋅

A b−

2

⋅+ 11.01 kN m⋅⋅=:=

b

h

A

B

ds

deff t

x

y

q-min

q-max

yc

qc

deff

Ds

A

[(A-b/2)+b]

MB Mu:= Aw θ fc2⋅ B⋅ deff2

⋅ 0.59⋅ MPa⋅:=

MB 11.013 KN m⋅⋅= Bw θ− fc2⋅ B⋅ deff2

⋅ MPa⋅:=

Cw MB:=

ρw1

Bw− Bw2

4 Aw⋅ Cw⋅−+

2 Aw⋅

:= ρw2

Bw− Bw2

4 Aw⋅ Cw⋅−−

2 Aw⋅

:=

ρw1 1.685= ρw2 0.00979=

ρb β 0.85⋅

fc2

fy1⋅

600

600 fy1+

⋅:= ρb 0.03711=

ρmin1.4

fy1:=

ρmax 0.75 ρb⋅:=

ρmax 0.028= ρmin 0.00507=

ρUSE min ρw1 ρw2, ρmin, ρb, ρmax, ( ):=

ρUSE 0.0051=

Compute No. of Steel rebars

Reinforcements at B B O T T O M B A R S Reinforcements at AAs1bot ρUSE B⋅ deff⋅:=

As2bot ρUSE A⋅ deff⋅:=

As1bot 1370 mm2

⋅=As2bot 1370 mm

2⋅=

ϕ1 16mm:= bar diameter ϕ2 16mm:= bar diameter

N1_bot ceilAs1bot

π ϕ1( )2

⋅

4

2+:=

N2_bot ceilAs2bot

π ϕ2( )2

⋅

4

2+:=

N1_bot 9= rebarsN2_bot 9= rebars

Spacing of rebars S1B 2 75⋅ mm( )−

N1_bot 1−

:=S2

A 2 75⋅ mm( )−

N2_bot 1−

:=

S1 131 mm⋅=S2 131 mm⋅=

−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−

Reinforcements at B Reinforcements at AT O P B A R S As1top ρUSE B⋅ deff⋅:= As2top ρUSE A⋅ deff⋅:=

As1top 1370 mm2

⋅= As2top 1370 mm2

⋅=

ϕ1 16mm:= bar diameter ϕ2 16mm:= bar diameter

N1_top ceilAs1top

π ϕ1( )2

⋅

4

2+:= N2_top ceilAs2top

π ϕ2( )2

⋅

4

2+:=

N1_top 9= rebars N2_top 9= rebars

Spacing of rebars S1_tbB 2 75⋅ mm( )−

N1_top 1−

:= S2_tbA 2 75⋅ mm( )−

N2_top 1−

:=

S1 131 mm⋅= S2 131 mm⋅=

SAP2000 v14.2.0 5/25/15 14:03:42

Table: Concrete Design 1 - Column Summary Data - ACI 318-99, Part 1 of 2

Frame DesignSect DesignType DesignOpt Status Location PMMCombo PMMArea PMMRatio

VMajCombo

m m2

55 RC-Pedestal Column Check No Messages 0.00000 SC12 0.059498

UC11

55 RC-Pedestal Column Check No Messages 1.50000 UC7 0.100263

UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC11


UC10


UC10


UC10

Table: Concrete Design 1 - Column Summary Data - ACI 318-99, Part 2 of 2

Frame VMajRebar VMinCombo VMinRebar ErrMsg WarnMsg

m2/m m2/m

55 0.000625 UC11 0.000625 No Messages No Messages

































Table: Frame Section Properties 02 - Concrete Column, Part 1 of 2

SectionName RebarMatL RebarMatC ReinfConfig LatReinf Cover NumBars3Dir NumBars2Dir BarSizeL BarSizeC SpacingC NumCBars2

NumCBars3

m m

RC-Pedestal A615Gr40 A615Gr40 Rectangular Ties 0.040000 5 5 16d 10d 0.276000 2

2

Table: Frame Section Properties 02 - Concrete Column, Part 2 of 2

SectionName ReinfType

RC-Pedestal Check

Table: Joint Reactions

Joint OutputCase CaseType F1 F2 F3 M1 M2 M3

KN KN KN KN-m KN-m KN-m

30 DEAD LinStatic -0.146 -0.636 36.953 2.1876 -0.6601 7.862E-05

30 VL LinStatic -0.023 -0.056 1.234 0.1241 -0.1126 3.433E-05

30 EQx LinStatic -4.767 0.400 3.713 -2.0917 -25.5205 -2.445E-04

30 EQy LinStatic 0.167 -5.578 5.252 27.9387 0.9339 -0.0023

30 LL LinStatic -5.001E-03 -0.011 0.164 0.0371 -0.0244 2.217E-05

30 WX LinStatic -2.550 -7.183E-03 1.892 0.0360 -13.4751 -4.707E-04

30 WY LinStatic 0.204 -5.199 4.621 26.3444 1.1444 -0.0015

30 OP LinStatic -0.020 -0.047 1.034 0.1033 -0.0955 2.976E-05

30 HX LinStatic -0.039 -3.943E-03 0.040 0.0202 -0.2172 -1.155E-06

30 HY LinStatic -0.051 0.399 -0.379 -2.0813 -0.2885 5.274E-04

30 U1 Combination -0.204 -0.890 51.734 3.0627 -0.9242 1.101E-04

30 SC1 Combination -0.146 -0.636 36.953 2.1876 -0.6601 7.862E-05

30 SC2 Combination -0.171 -0.694 38.151 2.3280 -0.7800 1.305E-04

30 SC3 Combination -0.170 -0.691 38.110 2.3187 -0.7739 1.250E-04

30 SC4 Combination -0.183 -0.725 38.912 2.3840 -0.8400 1.341E-04

30 SC5 Combination -2.716 -0.690 39.879 2.3269 -14.2307 -3.624E-04

30 SC6 Combination 0.039 -5.882 42.608 28.6353 0.3887 -0.0014

30 SC7 Combination -3.502 -0.403 40.586 0.8267 -18.6200 -6.276E-05

30 SC8 Combination -0.049 -4.588 41.664 21.8480 -0.1019 -0.0015

30 SC9 Combination -2.082 -0.696 39.529 2.3458 -10.8802 -2.281E-04

30 SC10 Combination -3.506 -0.411 40.709 0.8545 -18.6383 -4.613E-05

30 SC9a Combination -0.016 -4.590 41.576 22.0770 0.0844 -0.0010

30 SC10a Combination -0.053 -4.596 41.787 21.8758 -0.1202 -0.0015

30 SC11 Combination -2.688 -0.421 24.725 1.4308 -14.1457 -4.069E-04

30 SC12 Combination 0.053 -5.210 27.034 25.6376 0.4024 -9.267E-04

30 SC13 Combination -3.475 -0.133 25.432 -0.0695 -18.5350 -1.073E-04

30 SC14 Combination -0.034 -3.915 26.089 18.8503 -0.0882 -9.985E-04

30 UC2 Combination -0.241 -0.975 53.461 3.2703 -1.0993 1.894E-04

30 UC3 Combination -0.272 -1.051 55.279 3.4183 -1.2492 2.101E-04

30 UC4 Combination -3.429 -0.734 42.422 2.4792 -17.9924 -4.698E-04

30 UC5 Combination 0.083 -7.354 45.902 36.0224 0.6474 -0.0018

30 UC6 Combination -3.464 -0.624 36.648 2.1087 -18.1977 -5.144E-04

30 UC7 Combination 0.116 -7.373 40.196 36.3095 0.8076 -0.0019

30 UC8 Combination -5.488 -0.523 55.585 0.8596 -29.1938 -8.810E-05

30 UC9 Combination -0.061 -7.099 57.278 33.8931 -0.0939 -0.0023

30 UC10 Combination -5.407 -0.236 41.692 -0.0329 -28.8207 -1.616E-04

30 UC11 Combination 0.019 -6.812 43.385 33.0005 0.2792 -0.0024

30 UC12 Combination -0.337 -1.058 55.348 3.4526 -1.6185 2.081E-04

30 UC13 Combination -0.359 -0.373 54.635 -0.1199 -1.7398 0.0011

30 SC15 Combination -0.222 -0.729 38.953 2.4042 -1.0573 1.330E-04

30 SC16 Combination -0.235 -0.326 38.533 0.3027 -1.1286 6.615E-04

30 UC14 Combination -0.206 -1.045 55.211 3.3839 -0.8799 2.120E-04

30 UC15 Combination -0.184 -1.730 55.924 6.9565 -0.7587 -6.864E-04

30 SC17 Combination -0.145 -0.721 38.872 2.3638 -0.6228 1.353E-04

30 SC18 Combination -0.132 -1.124 39.292 4.4653 -0.5515 -3.932E-04

46 DEAD LinStatic -0.121 0.732 36.757 -2.6992 -0.5286 1.047E-04

46 VL LinStatic -0.020 0.140 1.135 -0.5789 -0.0871 3.281E-05

46 EQx LinStatic -4.746 0.404 5.332 -2.1066 -25.3435 9.661E-04

46 EQy LinStatic -0.027 -5.578 -5.247 27.9351 -0.1363 -0.0011

46 LL LinStatic -1.769E-03 0.015 0.160 -0.0567 -0.0071 7.310E-06

46 WX LinStatic -2.592 -6.105E-03 2.166 0.0320 -13.6909 1.372E-04

46 WY LinStatic -0.070 -5.690 -4.649 27.7372 -0.3827 2.602E-04

46 OP LinStatic -0.017 0.118 0.952 -0.4855 -0.0736 2.757E-05

46 HX LinStatic -0.047 -3.915E-03 0.182 0.0201 -0.2509 7.719E-06

46 HY LinStatic 0.014 0.398 0.396 -2.0757 0.0754 3.276E-04

46 U1 Combination -0.169 1.025 51.459 -3.7789 -0.7400 1.465E-04

46 SC1 Combination -0.121 0.732 36.757 -2.6992 -0.5286 1.047E-04

46 SC2 Combination -0.139 0.865 37.869 -3.2415 -0.6093 1.395E-04

46 SC3 Combination -0.139 0.861 37.829 -3.2273 -0.6075 1.377E-04

46 SC4 Combination -0.152 0.955 38.560 -3.6190 -0.6675 1.568E-04

46 SC5 Combination -2.729 0.844 39.875 -3.1528 -14.2931 2.694E-04

46 SC6 Combination -0.208 -4.840 33.059 24.5524 -0.9848 3.924E-04

46 SC7 Combination -3.460 1.133 41.441 -4.6594 -18.3426 8.085E-04

46 SC8 Combination -0.156 -3.055 34.036 16.3698 -0.6976 -6.212E-04

46 SC9 Combination -2.083 0.857 39.453 -3.2033 -10.8757 2.406E-04

46 SC10 Combination -3.461 1.144 41.561 -4.7019 -18.3479 8.140E-04

46 SC9a Combination -0.191 -3.406 34.342 17.5756 -0.8945 3.329E-04

46 SC10a Combination -0.158 -3.043 34.156 16.3273 -0.7029 -6.157E-04

46 SC11 Combination -2.721 0.500 24.973 -1.8588 -14.3031 2.242E-04

46 SC12 Combination -0.139 -4.782 18.372 23.7506 -0.6686 6.671E-04

46 SC13 Combination -3.452 0.789 26.540 -3.3654 -18.3526 7.633E-04

46 SC14 Combination -0.088 -2.997 19.348 15.5680 -0.3813 -3.465E-04

46 UC2 Combination -0.195 1.215 53.065 -4.5551 -0.8551 1.976E-04

46 UC3 Combination -0.226 1.429 54.722 -5.4429 -0.9911 2.409E-04

46 UC4 Combination -3.450 0.896 42.476 -3.3457 -18.0935 3.192E-04

46 UC5 Combination -0.235 -6.351 33.786 31.9784 -1.1255 4.761E-04

46 UC6 Combination -3.493 0.757 36.754 -2.8247 -18.3401 2.973E-04

46 UC7 Combination -0.215 -6.632 27.894 33.1921 -1.0394 4.573E-04

46 UC8 Combination -5.424 1.721 56.889 -7.1580 -28.7685 0.0013

46 UC9 Combination -0.233 -4.859 45.253 25.8879 -1.0406 -9.733E-04

46 UC10 Combination -5.357 1.286 43.197 -5.4702 -28.4739 0.0012

46 UC11 Combination -0.166 -5.294 31.560 27.5757 -0.7461 -0.0011

46 UC12 Combination -0.305 1.422 55.032 -5.4087 -1.4176 2.540E-04

46 UC13 Combination -0.203 2.105 55.395 -8.9716 -0.8630 7.978E-04

46 SC15 Combination -0.199 0.951 38.742 -3.5989 -0.9184 1.646E-04

46 SC16 Combination -0.139 1.353 38.956 -5.6947 -0.5921 4.844E-04

46 UC14 Combination -0.147 1.435 54.412 -5.4770 -0.5645 2.278E-04

46 UC15 Combination -0.249 0.753 54.049 -1.9141 -1.1192 -3.160E-04

46 SC17 Combination -0.106 0.959 38.378 -3.6391 -0.4166 1.491E-04

46 SC18 Combination -0.166 0.558 38.164 -1.5432 -0.7428 -1.707E-04

222 DEAD LinStatic -6.895E-04 1.265 75.562 -4.5663 -0.0101 1.096E-04

222 VL LinStatic 0.013 0.256 10.756 -0.9735 0.0514 3.994E-05

222 EQx LinStatic -4.686 0.147 4.591 -0.9943 -25.0866 7.240E-04

222 EQy LinStatic 0.017 -4.316 -7.471 23.6167 0.0521 -5.565E-04

222 LL LinStatic 5.163E-04 0.020 1.840 -0.0692 0.0027 7.737E-06

222 WX LinStatic -2.220 -1.238E-03 1.165 -0.0240 -12.4555 -2.571E-05

222 WY LinStatic -0.043 -4.601 -4.775 23.5733 -0.2682 -0.0020

222 OP LinStatic 0.011 0.212 9.135 -0.8062 0.0432 3.366E-05

222 HX LinStatic 35.120 -1.711E-03 0.024 0.0120 30.3874 5.120E-06

222 HY LinStatic 0.012 0.299 -0.050 -1.6420 0.0693 2.693E-04

222 U1 Combination -9.654E-04 1.771 105.787 -6.3928 -0.0142 1.534E-04

222 SC1 Combination -6.895E-04 1.265 75.562 -4.5663 -0.0101 1.096E-04

222 SC2 Combination 0.010 1.496 86.537 -5.4416 0.0358 1.510E-04

222 SC3 Combination 0.010 1.491 86.077 -5.4243 0.0351 1.491E-04

222 SC4 Combination 0.019 1.668 92.764 -6.1026 0.0716 1.732E-04

222 SC5 Combination -2.210 1.475 85.863 -5.3965 -12.4224 1.176E-04

222 SC6 Combination -0.033 -3.125 79.922 18.2009 -0.2351 -0.0018

222 SC7 Combination -3.270 1.579 87.911 -6.0685 -17.5276 6.501E-04

222 SC8 Combination 0.022 -1.545 79.468 11.1592 0.0696 -2.463E-04

222 SC9 Combination -1.655 1.490 86.951 -5.4423 -9.3065 1.298E-04

222 SC10 Combination -3.270 1.594 89.291 -6.1203 -17.5255 6.559E-04

222 SC9a Combination -0.022 -1.960 82.496 12.2557 -0.1660 -0.0013

222 SC10a Combination 0.022 -1.530 80.848 11.1074 0.0716 -2.405E-04

222 SC11 Combination 32.906 0.883 52.008 -3.2355 17.9518 6.537E-05

222 SC12 Combination -0.025 -3.417 45.993 18.7079 -0.1790 -0.0016

222 SC13 Combination 31.846 0.987 54.056 -3.9075 12.8466 5.979E-04

222 SC14 Combination 0.030 -1.837 45.539 11.6662 0.1257 -3.430E-05

222 UC2 Combination 0.015 2.100 121.704 -7.6390 0.0509 2.137E-04

222 UC3 Combination 0.035 2.501 136.861 -9.1764 0.1337 2.685E-04

222 UC4 Combination -2.819 1.563 91.798 -5.7236 -15.8440 1.234E-04

222 UC5 Combination -0.044 -4.301 84.224 24.3630 -0.3051 -0.0023

222 UC6 Combination -2.877 1.327 77.743 -4.8664 -16.1624 9.551E-05

222 UC7 Combination -0.047 -4.652 70.020 25.8101 -0.3189 -0.0024

222 UC8 Combination -5.128 2.391 128.682 -9.2563 -27.4951 0.0010

222 UC9 Combination 0.046 -2.518 115.414 17.8158 0.1575 -3.791E-04

222 UC10 Combination -5.145 1.623 88.900 -6.4125 -27.5625 9.383E-04

222 UC11 Combination 0.029 -3.286 75.632 20.6596 0.0901 -4.703E-04

222 UC12 Combination 59.739 2.499 136.902 -9.1560 51.7923 2.772E-04

222 UC13 Combination 0.056 3.009 136.776 -11.9678 0.2515 7.263E-04

222 SC15 Combination 35.139 1.666 92.788 -6.0906 30.4590 1.783E-04

222 SC16 Combination 0.031 1.967 92.714 -7.7446 0.1409 4.425E-04

222 UC14 Combination -59.669 2.504 136.821 -9.1969 -51.5250 2.598E-04

222 UC15 Combination 0.014 1.994 136.946 -6.3851 0.0158 -1.894E-04

222 SC17 Combination -35.101 1.670 92.740 -6.1146 -30.3158 1.681E-04

222 SC18 Combination 7.045E-03 1.370 92.814 -4.4606 0.0023 -9.609E-05

223 DEAD LinStatic 0.118 -0.192 59.211 0.8878 0.4827 7.089E-04

223 VL LinStatic -0.028 -0.053 19.833 0.2902 -0.1297 4.611E-04

223 EQx LinStatic -4.681 -0.041 -5.278 0.2090 -25.1571 2.614E-04

223 EQy LinStatic 0.142 -4.845 12.108 24.3174 0.8435 -8.023E-04

223 LL LinStatic 5.825E-04 -7.618E-03 0.633 0.0394 5.921E-06 6.109E-05

223 WX LinStatic -3.044 0.050 -2.153 -0.2754 -15.1074 -8.055E-04

223 WY LinStatic 0.188 -4.018 7.973 20.2258 1.0851 -0.0019

223 OP LinStatic -0.023 -0.045 16.633 0.2444 -0.1077 3.886E-04

223 HX LinStatic -0.038 1.559E-03 -0.060 -0.0072 -0.2152 -7.733E-05

223 HY LinStatic -0.052 34.754 0.432 -27.8627 -0.2914 2.308E-04

223 U1 Combination 0.165 -0.268 82.896 1.2429 0.6758 9.924E-04

223 SC1 Combination 0.118 -0.192 59.211 0.8878 0.4827 7.089E-04

223 SC2 Combination 0.095 -0.244 76.478 1.1716 0.3750 0.0012

223 SC3 Combination 0.095 -0.242 76.320 1.1618 0.3750 0.0011

223 SC4 Combination 0.074 -0.276 90.719 1.3499 0.2778 0.0014

223 SC5 Combination -2.949 -0.186 73.692 0.8568 -14.7323 2.919E-04

223 SC6 Combination 0.282 -4.255 83.817 21.3580 1.4601 -7.560E-04

223 SC7 Combination -3.182 -0.265 72.150 1.2785 -17.2350 0.0013

223 SC8 Combination 0.194 -3.628 84.320 18.1544 0.9655 5.358E-04

223 SC9 Combination -2.188 -0.204 74.705 0.9552 -10.9555 5.391E-04

223 SC10 Combination -3.181 -0.271 72.625 1.3081 -17.2350 0.0013

223 SC9a Combination 0.236 -3.256 82.299 16.3311 1.1888 -2.468E-04

223 SC10a Combination 0.195 -3.634 84.795 18.1840 0.9655 5.817E-04

223 SC11 Combination -3.025 -0.090 43.293 0.3967 -15.0975 -2.244E-04

223 SC12 Combination 0.193 30.594 53.911 -6.9575 1.0187 -9.642E-04

223 SC13 Combination -3.258 -0.169 41.751 0.8184 -17.6002 7.642E-04

223 SC14 Combination 0.105 31.220 54.414 -10.1611 0.5241 3.277E-04

223 UC2 Combination 0.133 -0.344 107.259 1.6521 0.5251 0.0016

223 UC3 Combination 0.085 -0.421 139.898 2.0784 0.3046 0.0023

223 UC4 Combination -3.781 -0.190 77.367 0.8672 -18.8681 1.711E-04

223 UC5 Combination 0.339 -5.377 90.277 27.0063 1.7772 -0.0012

223 UC6 Combination -3.871 -0.147 65.461 0.6610 -19.3020 -5.946E-05

223 UC7 Combination 0.329 -5.436 78.625 27.3125 1.7481 -0.0014

223 UC8 Combination -5.055 -0.416 116.125 2.0436 -27.3204 0.0022

223 UC9 Combination 0.251 -5.700 135.250 28.5629 1.2803 0.0011

223 UC10 Combination -5.055 -0.279 69.280 1.3508 -27.3016 0.0014

223 UC11 Combination 0.250 -5.564 88.405 27.8701 1.2991 2.040E-04

223 UC12 Combination 0.020 -0.419 139.795 2.0661 -0.0612 0.0022

223 UC13 Combination -2.843E-03 58.660 140.631 -45.2881 -0.1908 0.0027

223 SC15 Combination 0.035 -0.275 90.659 1.3426 0.0626 0.0014

223 SC16 Combination 0.022 34.478 91.151 -26.5128 -0.0136 0.0017

223 UC14 Combination 0.150 -0.424 140.000 2.0907 0.6704 0.0025

223 UC15 Combination 0.172 -59.503 139.164 49.4449 0.8000 0.0019

223 SC17 Combination 0.112 -0.278 90.779 1.3571 0.4930 0.0015

223 SC18 Combination 0.125 -35.030 90.287 29.2125 0.5692 0.0012

225 DEAD LinStatic -0.054 -0.151 88.029 0.5854 -0.2634 4.431E-05

225 VL LinStatic 0.012 0.270 22.479 -0.9779 0.0399 4.377E-05

225 EQx LinStatic -4.880 0.095 2.019 -0.5227 -26.0154 -9.377E-05

225 EQy LinStatic 0.165 -4.567 6.040 24.3321 0.9366 -0.0020

225 LL LinStatic -8.310E-04 0.028 3.254 -0.0920 -0.0063 5.359E-06

225 WX LinStatic -2.235 0.032 0.666 -0.1684 -12.4892 -1.987E-04

225 WY LinStatic 0.206 -4.075 3.674 21.5453 1.1590 -0.0023

225 OP LinStatic 9.924E-03 0.232 19.144 -0.8402 0.0333 3.648E-05

225 HX LinStatic -0.040 -2.272E-03 0.024 0.0124 -0.2232 1.301E-05

225 HY LinStatic -0.053 35.060 0.246 -29.2786 -0.2979 6.515E-04

225 U1 Combination -0.076 -0.211 123.241 0.8195 -0.3687 6.204E-05

225 SC1 Combination -0.054 -0.151 88.029 0.5854 -0.2634 4.431E-05

225 SC2 Combination -0.045 0.109 110.427 -0.3468 -0.2363 8.615E-05

225 SC3 Combination -0.045 0.102 109.614 -0.3238 -0.2347 8.481E-05

225 SC4 Combination -0.035 0.284 124.032 -0.9883 -0.2001 1.136E-04

225 SC5 Combination -2.279 0.113 107.839 -0.4232 -12.7193 -1.179E-04

225 SC6 Combination 0.161 -3.994 110.847 21.2905 0.9289 -0.0022

225 SC7 Combination -3.460 0.147 108.586 -0.6207 -18.4408 1.515E-05

225 SC8 Combination 0.071 -3.116 111.401 16.7776 0.4256 -0.0013

225 SC9 Combination -1.721 0.126 110.114 -0.4501 -9.6016 -6.418E-05

225 SC10 Combination -3.461 0.168 111.027 -0.6897 -18.4455 1.917E-05

225 SC9a Combination 0.109 -2.954 112.370 15.8352 0.6345 -0.0016

225 SC10a Combination 0.071 -3.095 113.842 16.7087 0.4209 -0.0013

225 SC11 Combination -2.302 0.078 64.994 -0.3089 -12.8505 -1.372E-04

225 SC12 Combination 0.126 31.034 68.225 -7.8862 0.7230 -0.0016

225 SC13 Combination -3.482 0.113 65.741 -0.5064 -18.5720 -4.150E-06

225 SC14 Combination 0.036 31.912 68.779 -12.3990 0.2197 -7.304E-04

225 UC2 Combination -0.064 0.161 155.575 -0.5131 -0.3327 1.222E-04

225 UC3 Combination -0.042 0.572 188.256 -2.0193 -0.2543 1.875E-04

225 UC4 Combination -2.897 0.147 115.822 -0.5512 -16.1700 -1.644E-04

225 UC5 Combination 0.215 -5.090 119.657 27.1338 1.2315 -0.0028

225 UC6 Combination -2.945 0.115 97.322 -0.4482 -16.4430 -1.855E-04

225 UC7 Combination 0.228 -5.225 101.232 27.7796 1.2996 -0.0029

225 UC8 Combination -5.413 0.508 168.416 -1.9870 -28.8767 5.165E-05

225 UC9 Combination 0.136 -4.620 172.839 25.3532 0.7705 -0.0021

225 UC10 Combination -5.411 0.185 108.322 -0.8272 -28.8447 -2.316E-05

225 UC11 Combination 0.138 -4.943 112.746 26.5130 0.8025 -0.0022

225 UC12 Combination -0.110 0.568 188.296 -1.9982 -0.6338 2.096E-04

225 UC13 Combination -0.133 60.174 188.675 -51.7929 -0.7607 0.0013

225 SC15 Combination -0.075 0.281 124.055 -0.9759 -0.4234 1.266E-04

225 SC16 Combination -0.089 35.343 124.278 -30.2669 -0.4981 7.651E-04

225 UC14 Combination 0.026 0.576 188.216 -2.0403 0.1252 1.654E-04

225 UC15 Combination 0.049 -59.030 187.837 47.7544 0.2521 -9.200E-04

225 SC17 Combination 4.479E-03 0.286 124.008 -1.0007 0.0231 1.006E-04

225 SC18 Combination 0.018 -34.776 123.786 28.2903 0.0978 -5.379E-04

537 DEAD LinStatic -6.965E-03 -1.299 76.857 4.6208 -0.0608 8.815E-05

537 VL LinStatic -0.016 -0.325 14.613 1.1100 -0.0804 3.333E-05

537 EQx LinStatic -4.861 0.191 -0.421 -1.1516 -25.9325 -7.749E-05

537 EQy LinStatic 0.155 -4.316 7.700 23.6156 0.8869 -0.0016

537 LL LinStatic -1.866E-03 -0.015 2.338 0.0576 -0.0109 2.229E-05

537 WX LinStatic -2.226 0.013 -0.213 -0.0749 -12.4469 -2.995E-04

537 WY LinStatic 0.199 -4.124 4.958 22.2272 1.1265 -0.0019

537 OP LinStatic -0.014 -0.269 12.420 0.9205 -0.0684 2.899E-05

537 HX LinStatic -0.040 -1.498E-03 7.031E-03 0.0113 -0.2218 -1.230E-06

537 HY LinStatic -0.052 35.097 0.062 -29.5281 -0.2920 4.306E-04

537 U1 Combination -9.750E-03 -1.818 107.599 6.4691 -0.0851 1.234E-04

537 SC1 Combination -6.965E-03 -1.299 76.857 4.6208 -0.0608 8.815E-05

537 SC2 Combination -0.022 -1.583 91.615 5.5989 -0.1400 1.394E-04

537 SC3 Combination -0.022 -1.580 91.030 5.5845 -0.1373 1.339E-04

537 SC4 Combination -0.032 -1.811 100.236 6.3738 -0.1894 1.421E-04

537 SC5 Combination -2.246 -1.555 89.064 5.4664 -12.5760 -1.823E-04

537 SC6 Combination 0.179 -5.692 94.234 27.7685 0.9974 -0.0018

537 SC7 Combination -3.423 -1.435 88.982 4.7352 -18.2819 6.290E-05

537 SC8 Combination 0.088 -4.589 94.667 22.0722 0.4917 -0.0010

537 SC9 Combination -1.691 -1.570 90.870 5.5283 -9.4725 -9.073E-05

537 SC10 Combination -3.425 -1.446 90.735 4.7784 -18.2901 7.961E-05

537 SC9a Combination 0.128 -4.672 94.749 22.2549 0.7076 -0.0013

537 SC10a Combination 0.087 -4.600 96.420 22.1154 0.4836 -0.0010

537 SC11 Combination -2.278 -0.929 53.360 3.2612 -12.7462 -2.304E-04

537 SC12 Combination 0.135 30.032 58.586 -3.9762 0.7571 -0.0014

537 SC13 Combination -3.455 -0.809 53.278 2.5299 -18.4520 1.481E-05

537 SC14 Combination 0.044 31.135 59.019 -9.6725 0.2514 -6.377E-04

537 UC2 Combination -0.032 -2.221 128.962 7.8557 -0.1993 2.019E-04

537 UC3 Combination -0.056 -2.747 149.829 9.6449 -0.3174 2.207E-04

537 UC4 Combination -2.861 -1.641 95.222 5.7661 -16.0136 -2.421E-04

537 UC5 Combination 0.231 -6.916 101.815 34.2012 1.2926 -0.0023

537 UC6 Combination -2.912 -1.394 80.072 4.8899 -16.2972 -2.839E-04

537 UC7 Combination 0.241 -6.772 86.794 33.8825 1.3483 -0.0023

537 UC8 Combination -5.392 -2.217 133.456 7.2688 -28.7846 1.060E-04

537 UC9 Combination 0.126 -7.174 142.389 34.5127 0.7168 -0.0016

537 UC10 Combination -5.367 -1.343 87.921 4.2191 -28.6536 3.073E-05

537 UC11 Combination 0.150 -6.299 96.854 31.4630 0.8478 -0.0017

537 UC12 Combination -0.123 -2.749 149.841 9.6640 -0.6944 2.186E-04

537 UC13 Combination -0.144 56.917 149.935 -40.5529 -0.8138 9.527E-04

537 SC15 Combination -0.072 -1.813 100.243 6.3851 -0.4112 1.409E-04

537 SC16 Combination -0.085 33.285 100.299 -23.1543 -0.4814 5.728E-04

537 UC14 Combination 0.012 -2.744 149.817 9.6258 0.0596 2.227E-04

537 UC15 Combination 0.033 -62.411 149.723 59.8427 0.1789 -5.114E-04

537 SC17 Combination 7.231E-03 -1.810 100.229 6.3626 0.0324 1.434E-04

537 SC18 Combination 0.020 -36.908 100.174 35.9020 0.1026 -2.885E-04

538 DEAD LinStatic 0.193 -0.124 32.485 0.3517 0.9294 -9.818E-04

538 VL LinStatic 0.103 0.057 0.582 -0.2953 0.5123 -6.611E-04

538 EQx LinStatic -4.792 -0.505 -5.096 2.6146 -25.5902 0.0011

538 EQy LinStatic 0.190 -3.513 5.113 17.0319 1.0792 -0.0050

538 LL LinStatic 0.011 7.410E-03 0.058 -0.0382 0.0573 -8.166E-05

538 WX LinStatic -3.161 -0.099 -2.445 0.5151 -15.6846 3.165E-04

538 WY LinStatic 0.112 -3.016 3.998 14.8321 0.6359 -0.0039

538 OP LinStatic 0.087 0.048 0.490 -0.2489 0.4313 -5.569E-04

538 HX LinStatic -35.225 6.317E-03 0.380 -0.0307 -30.9586 8.524E-05

538 HY LinStatic -0.045 -35.012 -0.371 29.1603 -0.2562 0.0013

538 U1 Combination 0.270 -0.174 45.479 0.4923 1.3012 -0.0014

538 SC1 Combination 0.193 -0.124 32.485 0.3517 0.9294 -9.818E-04

538 SC2 Combination 0.291 -0.069 33.032 0.0646 1.4180 -0.0016

538 SC3 Combination 0.288 -0.071 33.018 0.0742 1.4036 -0.0016

538 SC4 Combination 0.357 -0.034 33.411 -0.1187 1.7449 -0.0020

538 SC5 Combination -2.881 -0.175 30.529 0.6179 -14.3239 -0.0012

538 SC6 Combination 0.391 -3.092 36.972 14.9348 1.9966 -0.0054

538 SC7 Combination -3.074 -0.430 29.407 1.9330 -16.5525 -7.861E-04

538 SC8 Combination 0.413 -2.536 36.553 12.0251 2.1162 -0.0050

538 SC9 Combination -2.082 -0.145 31.184 0.4605 -10.3598 -0.0014

538 SC10 Combination -3.066 -0.424 29.451 1.9044 -16.5095 -8.473E-04

538 SC9a Combination 0.372 -2.333 36.016 11.1982 1.8805 -0.0045

538 SC10a Combination 0.421 -2.530 36.597 11.9965 2.1591 -0.0051

538 SC11 Combination -38.218 -0.138 17.719 0.5460 -45.8268 -5.215E-04

538 SC12 Combination 0.234 -38.074 23.411 44.0540 1.1961 -0.0035

538 SC13 Combination -38.412 -0.393 16.598 1.8612 -48.0553 -8.541E-05

538 SC14 Combination 0.255 -37.517 22.992 41.1442 1.3157 -0.0032

538 UC2 Combination 0.411 -0.094 46.262 0.0790 2.0023 -0.0023

538 UC3 Combination 0.567 -9.841E-03 47.154 -0.3581 2.7759 -0.0033

538 UC4 Combination -3.728 -0.201 31.549 0.7360 -18.5262 -0.0013

538 UC5 Combination 0.445 -3.920 39.764 18.9902 2.2824 -0.0066

538 UC6 Combination -3.857 -0.197 26.498 0.7621 -19.1654 -9.734E-04

538 UC7 Combination 0.397 -3.989 34.874 19.3742 2.0512 -0.0064

538 UC8 Combination -4.789 -0.594 38.562 2.6869 -25.7896 -0.0016

538 UC9 Combination 0.691 -3.903 49.791 18.5459 3.5468 -0.0083

538 UC10 Combination -4.994 -0.631 27.039 2.9778 -26.8022 -3.407E-04

538 UC11 Combination 0.486 -3.940 38.268 18.8368 2.5343 -0.0070

538 UC12 Combination -59.317 8.988E-04 47.800 -0.4103 -49.8537 -0.0031

538 UC13 Combination 0.489 -59.531 46.523 49.2143 2.3404 -0.0011

538 SC15 Combination -34.869 -0.027 33.791 -0.1494 -29.2137 -0.0019

538 SC16 Combination 0.312 -35.046 33.040 29.0416 1.4888 -7.725E-04

538 UC14 Combination 60.450 -0.021 46.508 -0.3059 55.4056 -0.0034

538 UC15 Combination 0.644 59.511 47.785 -49.9305 3.2114 -0.0054

538 SC17 Combination 35.582 -0.040 33.031 -0.0880 32.7036 -0.0021

538 SC18 Combination 0.402 34.979 33.782 -29.2789 2.0011 -0.0033

539 DEAD LinStatic -0.028 0.150 86.961 -0.5180 -0.1271 1.787E-04

539 VL LinStatic -8.360E-03 -0.253 16.713 0.8743 -0.0377 9.889E-05

539 EQx LinStatic -4.857 0.052 -6.613 -0.3660 -25.8223 7.236E-04

539 EQy LinStatic -0.046 -4.570 -6.859 24.3430 -0.2230 -7.604E-04

539 LL LinStatic 1.943E-03 -0.032 2.811 0.1209 0.0091 1.019E-05

539 WX LinStatic -2.272 0.022 -2.414 -0.1335 -12.6818 -6.034E-05

539 WY LinStatic -0.084 -4.549 -4.298 22.8764 -0.4486 -0.0011

539 OP LinStatic -6.951E-03 -0.218 14.211 0.7547 -0.0313 8.272E-05

539 HX LinStatic -0.044 -1.986E-03 -0.221 0.0112 -0.2415 -1.569E-05

539 HY LinStatic 0.015 0.258 -0.247 -1.3769 0.0828 3.530E-04

539 U1 Combination -0.039 0.210 121.746 -0.7252 -0.1780 2.501E-04

539 SC1 Combination -0.028 0.150 86.961 -0.5180 -0.1271 1.787E-04

539 SC2 Combination -0.033 -0.100 103.983 0.3576 -0.1494 2.716E-04

539 SC3 Combination -0.034 -0.092 103.280 0.3274 -0.1516 2.690E-04

539 SC4 Combination -0.041 -0.258 113.707 0.8924 -0.1867 3.355E-04

539 SC5 Combination -2.307 -0.046 98.759 0.1032 -12.8402 2.010E-04

539 SC6 Combination -0.119 -4.617 96.874 23.1131 -0.6071 -8.555E-04

539 SC7 Combination -3.435 -0.032 96.543 -0.0195 -18.2340 7.679E-04

539 SC8 Combination -0.067 -3.267 96.371 17.2768 -0.3145 -2.709E-04

539 SC9 Combination -1.738 -0.076 101.470 0.2273 -9.6630 2.238E-04

539 SC10 Combination -3.434 -0.056 98.651 0.0712 -18.2272 7.755E-04



539 SC11 Combination -2.337 -0.021 58.068 0.0198 -13.0184 8.080E-05

539 SC12 Combination -0.090 -4.332 56.158 21.6415 -0.4609 -6.070E-04

539 SC13 Combination -3.465 -6.556E-03 55.853 -0.1030 -18.4122 6.477E-04

539 SC14 Combination -0.038 -2.982 55.655 15.8052 -0.1684 -2.245E-05

539 UC2 Combination -0.046 -0.150 146.419 0.5370 -0.2064 3.833E-04

539 UC3 Combination -0.063 -0.525 170.053 1.8177 -0.2859 5.340E-04

539 UC4 Combination -2.932 -0.067 105.261 0.1691 -16.3288 2.052E-04

539 UC5 Combination -0.143 -5.896 102.859 29.5066 -0.7315 -0.0011

539 UC6 Combination -2.985 -0.032 87.917 0.0395 -16.6289 1.568E-04

539 UC7 Combination -0.141 -5.975 85.467 29.9523 -0.7258 -0.0012

539 UC8 Combination -5.398 -0.311 144.657 0.8716 -28.6551 0.0012

539 UC9 Combination -0.106 -5.395 144.387 28.0515 -0.4959 -3.826E-04

539 UC10 Combination -5.377 -0.010 92.886 -0.1682 -28.5614 0.0011

539 UC11 Combination -0.085 -5.095 92.616 27.0117 -0.4022 -5.776E-04

539 UC12 Combination -0.138 -0.529 169.676 1.8368 -0.6965 5.074E-04

539 UC13 Combination -0.038 -0.087 169.632 -0.5230 -0.1452 0.0011

539 SC15 Combination -0.085 -0.260 113.485 0.9037 -0.4282 3.199E-04

539 SC16 Combination -0.026 -2.154E-04 113.459 -0.4844 -0.1039 6.885E-04

539 UC14 Combination 0.011 -0.522 170.429 1.7987 0.1247 5.607E-04

539 UC15 Combination -0.089 -0.963 170.473 4.1584 -0.4266 -6.602E-05

539 SC17 Combination 2.627E-03 -0.256 113.928 0.8812 0.0548 3.512E-04

539 SC18 Combination -0.057 -0.515 113.954 2.2693 -0.2695 -1.744E-05

540 DEAD LinStatic 0.063 0.305 27.617 -1.0484 0.1460 -7.942E-04

540 VL LinStatic -0.035 0.078 0.052 -0.3463 -0.1721 -4.999E-04

540 EQx LinStatic -5.212 -0.664 -7.318 2.9962 -23.3381 0.0036

540 EQy LinStatic -0.480 -4.497 -5.524 19.0083 -2.2751 -0.0063

540 LL LinStatic -4.870E-03 9.778E-03 -6.888E-04 -0.0437 -0.0227 -6.511E-05

540 WX LinStatic -3.577 -0.133 -3.487 0.5992 -14.8489 0.0012

540 WY LinStatic -0.414 -4.445 -4.407 18.0115 -1.9642 -0.0048

540 OP LinStatic -0.030 0.066 0.043 -0.2918 -0.1450 -4.212E-04

540 HX LinStatic -23.803 6.573E-03 0.171 -0.0300 -14.8595 -1.093E-04

540 HY LinStatic 0.129 -23.910 0.454 15.1185 0.6123 0.0015

540 U1 Combination 0.088 0.427 38.663 -1.4678 0.2044 -0.0011

540 SC1 Combination 0.063 0.305 27.617 -1.0484 0.1460 -7.942E-04

540 SC2 Combination 0.028 0.380 27.659 -1.3839 -0.0218 -0.0013

540 SC3 Combination 0.030 0.378 27.659 -1.3730 -0.0161 -0.0013

540 SC4 Combination 6.840E-03 0.429 27.698 -1.5999 -0.1281 -0.0016

540 SC5 Combination -3.544 0.238 24.173 -0.7410 -14.8480 2.370E-05

540 SC6 Combination -0.381 -4.075 23.253 16.6713 -1.9633 -0.0061

540 SC7 Combination -3.615 -0.095 22.537 0.7571 -16.3357 0.0013

540 SC8 Combination -0.303 -2.777 23.793 11.9656 -1.5916 -0.0057

540 SC9 Combination -2.653 0.278 25.044 -0.9236 -11.1528 -3.349E-04

540 SC10 Combination -3.619 -0.087 22.536 0.7243 -16.3528 0.0012

540 SC9a Combination -0.281 -2.956 24.354 12.1356 -1.4892 -0.0049

540 SC10a Combination -0.306 -2.770 23.792 11.9328 -1.6087 -0.0057

540 SC11 Combination -27.360 0.096 13.280 -0.2350 -29.7079 4.006E-04

540 SC12 Combination -0.266 -28.133 12.643 32.3259 -1.3514 -0.0040

540 SC13 Combination -27.431 -0.236 11.644 1.2632 -31.1956 0.0016

540 SC14 Combination -0.187 -26.835 13.183 27.6202 -0.9797 -0.0036

540 UC2 Combination 0.038 0.535 38.722 -1.9506 -0.0373 -0.0018

540 UC3 Combination -0.013 0.651 38.811 -2.4650 -0.2913 -0.0026

540 UC4 Combination -4.530 0.227 24.597 -0.6760 -18.9484 2.549E-04

540 UC5 Combination -0.497 -5.271 23.423 21.5246 -2.5204 -0.0075

540 UC6 Combination -4.621 0.161 20.361 -0.4272 -19.3027 5.170E-04

540 UC7 Combination -0.509 -5.445 19.165 22.2087 -2.5526 -0.0074

540 UC8 Combination -5.728 -0.156 28.518 1.1459 -25.8600 0.0018

540 UC9 Combination -0.523 -4.372 30.491 18.7591 -2.6907 -0.0091

540 UC10 Combination -5.700 -0.364 19.333 1.9690 -25.6710 0.0027

540 UC11 Combination -0.495 -4.580 21.306 19.5823 -2.5017 -0.0082

540 UC12 Combination -40.478 0.662 39.102 -2.5160 -25.5525 -0.0027

540 UC13 Combination 0.206 -39.995 39.583 23.2365 0.7496 8.247E-05

540 SC15 Combination -23.796 0.436 27.870 -1.6300 -14.9877 -0.0017

540 SC16 Combination 0.136 -23.481 28.152 13.5186 0.4841 -4.101E-05

540 UC14 Combination 40.452 0.640 38.520 -2.4139 24.9699 -0.0024

540 UC15 Combination -0.232 41.298 38.039 -28.1664 -1.3321 -0.0052

540 SC17 Combination 23.810 0.422 27.527 -1.5699 14.7314 -0.0015

540 SC18 Combination -0.122 24.339 27.244 -16.7184 -0.7404 -0.0031

541 DEAD LinStatic -0.158 0.155 43.441 -0.2594 -0.6430 -7.009E-04

541 VL LinStatic -0.032 -0.073 5.507 0.3297 -0.1599 -4.365E-04

541 EQx LinStatic -5.127 -0.037 5.660 0.1830 -23.0373 0.0036

541 EQy LinStatic -0.492 -6.337 -9.920 27.6160 -2.3181 -0.0058

541 LL LinStatic -3.742E-03 -3.739E-03 0.021 0.0252 -0.0187 -5.835E-05

541 WX LinStatic -2.506 0.067 3.194 -0.3175 -11.9459 0.0011

541 WY LinStatic -0.419 -5.803 -6.328 24.3087 -1.9821 -0.0038

541 OP LinStatic -0.027 -0.061 4.624 0.2774 -0.1346 -3.679E-04

541 HX LinStatic -23.804 -2.615E-04 -0.153 -5.926E-04 -14.8628 -1.229E-04

541 HY LinStatic 0.134 -23.419 0.266 12.8577 0.6320 0.0015

541 U1 Combination -0.221 0.218 60.817 -0.3632 -0.9002 -9.813E-04

541 SC1 Combination -0.158 0.155 43.441 -0.2594 -0.6430 -7.009E-04

541 SC2 Combination -0.188 0.091 48.085 0.0431 -0.7963 -0.0011

541 SC3 Combination -0.187 0.092 48.080 0.0368 -0.7916 -0.0011

541 SC4 Combination -0.208 0.040 52.195 0.2652 -0.8976 -0.0014

541 SC5 Combination -2.690 0.162 51.258 -0.2996 -12.7235 4.293E-05

541 SC6 Combination -0.604 -5.709 41.736 24.3266 -2.7597 -0.0049

541 SC7 Combination -3.773 0.069 52.026 0.1460 -16.9037 0.0015

541 SC8 Combination -0.529 -4.341 41.120 19.3491 -2.4003 -0.0051

541 SC9 Combination -2.067 0.142 50.475 -0.2013 -9.7511 -2.788E-04

541 SC10 Combination -3.776 0.066 52.042 0.1649 -16.9177 0.0014

541 SC9a Combination -0.502 -4.261 43.334 18.2683 -2.2782 -0.0040

541 SC10a Combination -0.531 -4.344 41.136 19.3680 -2.4143 -0.0051

541 SC11 Combination -26.420 0.124 31.880 -0.3073 -27.2753 3.475E-04

541 SC12 Combination -0.396 -29.166 22.776 37.1771 -1.8167 -0.0029

541 SC13 Combination -27.504 0.031 32.647 0.1382 -31.4554 0.0018

541 SC14 Combination -0.321 -27.798 22.160 32.1996 -1.4573 -0.0032

541 UC2 Combination -0.264 0.126 67.325 0.0680 -1.1204 -0.0016

541 UC3 Combination -0.312 8.767E-03 76.652 0.5856 -1.3605 -0.0022

541 UC4 Combination -3.391 0.182 54.556 -0.3671 -16.0616 2.515E-04

541 UC5 Combination -0.731 -7.303 42.415 31.0313 -3.3577 -0.0060

541 UC6 Combination -3.424 0.173 47.410 -0.3966 -16.2296 4.833E-04

541 UC7 Combination -0.711 -7.459 35.032 31.6174 -3.2766 -0.0059

541 UC8 Combination -5.918 4.126E-03 75.728 0.5876 -26.5434 0.0021

541 UC9 Combination -0.819 -6.926 58.591 30.7639 -3.7523 -0.0082

541 UC10 Combination -5.822 0.053 53.809 0.2190 -26.1108 0.0029

541 UC11 Combination -0.724 -6.877 36.671 30.3953 -3.3198 -0.0074

541 UC12 Combination -40.778 8.323E-03 76.392 0.5846 -26.6272 -0.0024

541 UC13 Combination -0.084 -39.803 77.104 22.4436 -0.2862 3.216E-04

541 SC15 Combination -24.012 0.040 52.041 0.2646 -15.7603 -0.0015

541 SC16 Combination -0.074 -23.379 52.460 13.1229 -0.2656 1.097E-04

541 UC14 Combination 40.155 9.212E-03 76.913 0.5866 23.9062 -0.0020

541 UC15 Combination -0.540 39.821 76.201 -21.2724 -2.4348 -0.0048

541 SC17 Combination 23.596 0.040 52.348 0.2658 13.9652 -0.0013

541 SC18 Combination -0.342 23.459 51.929 -12.5924 -1.5295 -0.0029

615 DEAD LinStatic 0.141 -0.206 89.087 0.9326 0.7042 -1.829E-04

615 VL LinStatic 0.035 -0.041 29.137 0.2436 0.2193 -1.312E-04

615 EQx LinStatic -4.754 -0.040 3.412 0.2065 -25.4307 8.449E-04

615 EQy LinStatic 0.208 -5.245 -1.194 25.7417 1.1533 -0.0028

615 LL LinStatic 3.904E-03 -9.685E-03 1.846 0.0464 0.0261 -1.443E-05

615 WX LinStatic -2.247 0.061 1.627 -0.3131 -12.6168 3.271E-04

615 WY LinStatic 0.122 -3.983 -0.766 20.3637 0.6774 -0.0026

615 OP LinStatic 0.029 -0.035 24.474 0.2057 0.1848 -1.105E-04

615 HX LinStatic -0.041 1.137E-03 -0.393 -0.0055 -0.2400 5.290E-06

615 HY LinStatic -0.050 0.078 -0.808 -0.4104 -0.2761 7.774E-04

615 U1 Combination 0.197 -0.288 124.722 1.3057 0.9859 -2.560E-04

615 SC1 Combination 0.141 -0.206 89.087 0.9326 0.7042 -1.829E-04

615 SC2 Combination 0.174 -0.251 115.408 1.1848 0.9152 -3.078E-04

615 SC3 Combination 0.173 -0.248 114.946 1.1732 0.9087 -3.042E-04

615 SC4 Combination 0.196 -0.272 135.414 1.3211 1.0535 -3.918E-04

615 SC5 Combination -2.077 -0.180 115.189 0.8253 -11.7277 3.373E-05

615 SC6 Combination 0.292 -4.224 112.795 21.5021 1.5665 -0.0029

615 SC7 Combination -3.158 -0.269 115.949 1.2829 -16.9124 2.981E-04

615 SC8 Combination 0.316 -3.912 112.726 19.1575 1.6964 -0.0023

615 SC9 Combination -1.512 -0.202 116.167 0.9383 -8.5539 -5.886E-05

615 SC10 Combination -3.155 -0.276 117.334 1.3177 -16.8928 2.872E-04

615 SC9a Combination 0.265 -3.235 114.371 16.4460 1.4167 -0.0023

615 SC10a Combination 0.319 -3.920 114.111 19.1923 1.7160 -0.0023

615 SC11 Combination -2.185 -0.082 69.371 0.3644 -12.3233 1.564E-04

615 SC12 Combination 0.174 -4.050 66.563 20.6364 0.9347 -0.0020

615 SC13 Combination -3.267 -0.172 70.132 0.8220 -17.5081 4.207E-04

615 SC14 Combination 0.198 -3.739 66.493 18.2918 1.0647 -0.0014

615 UC2 Combination 0.245 -0.354 162.125 1.6726 1.2891 -4.352E-04

615 UC3 Combination 0.297 -0.407 208.519 2.0078 1.6175 -6.338E-04

615 UC4 Combination -2.683 -0.182 122.699 0.8309 -15.1333 9.819E-05

615 UC5 Combination 0.337 -5.339 119.647 27.1938 1.8168 -0.0036

615 UC6 Combination -2.768 -0.137 104.321 0.6175 -15.6016 1.612E-04

615 UC7 Combination 0.312 -5.395 101.209 27.4974 1.6808 -0.0036

615 UC8 Combination -4.967 -0.408 185.705 1.9978 -26.5590 3.978E-04

615 UC9 Combination 0.492 -6.133 180.639 30.0864 2.6835 -0.0036

615 UC10 Combination -5.061 -0.283 116.179 1.3542 -27.0936 6.389E-04

615 UC11 Combination 0.397 -6.008 111.113 29.4428 2.1488 -0.0034

615 UC12 Combination 0.228 -0.406 207.850 1.9984 1.2095 -6.248E-04

615 UC13 Combination 0.212 -0.276 207.146 1.3102 1.1481 6.877E-04

615 SC15 Combination 0.156 -0.271 135.021 1.3155 0.8135 -3.865E-04

615 SC16 Combination 0.146 -0.194 134.606 0.9107 0.7774 3.856E-04

615 UC14 Combination 0.367 -0.409 209.188 2.0173 2.0255 -6.428E-04

615 UC15 Combination 0.383 -0.539 209.893 2.7055 2.0869 -0.0020

615 SC17 Combination 0.237 -0.273 135.808 1.3266 1.2936 -3.971E-04

615 SC18 Combination 0.247 -0.349 136.222 1.7314 1.3296 -0.0012

Table: Load Case Definitions, Part 1 of 2

Case Type InitialCond ModalCase BaseCase DesTypeOpt DesignType AutoType RunCase CaseStatus

GUID

DEAD LinStatic Zero Prog Det DEAD None Yes Finished

MODAL LinModal Zero Prog Det OTHER None No Not Run

VL LinStatic Zero Prog Det IMPACT None Yes Finished

EQx LinStatic Zero Prog Det QUAKE None Yes Finished

EQy LinStatic Zero Prog Det QUAKE None Yes Finished

LL LinStatic Zero Prog Det LIVE None Yes Finished

WX LinStatic Zero Prog Det WIND None Yes Finished

WY LinStatic Zero Prog Det WIND None Yes Finished

OP LinStatic Zero Prog Det OTHER None Yes Finished

HX LinStatic Zero Prog Det HOR EARTH PR None Yes Finished

HY LinStatic Zero Prog Det HOR EARTH PR None Yes Finished

Table: Load Case Definitions, Part 2 of 2

Case Notes

DEAD

MODAL

VL

EQx

EQy

LL

WX

WY

OP

HX

HY

Engineering

Structural Design Calculations of Cement Mill 4