Lt Wt Mix Design 3 000 Psi

License #1F585

SAP2000 Analysis Report

Prepared by

Timas Suplindo

Model Name: MODEL3.SDB

7 December 2013

MODEL3.SDB SAP2000 v14.2.4 - License #1F58513. Design summary 07 December 2013

Contents1. Model geometry........................................................................................................................................................................... 4 1.1. Joint coordinates................................................................................................................................................................. 4 1.2. Joint restraints..................................................................................................................................................................... 4 1.3. Element connectivity.......................................................................................................................................................... 52. Material properties....................................................................................................................................................................... 53. Section properties........................................................................................................................................................................ 6 3.1. Frames................................................................................................................................................................................. 64. Load patterns............................................................................................................................................................................. 10 4.1. Definitions.......................................................................................................................................................................... 115. Load cases.................................................................................................................................................................................. 11 5.1. Definitions.......................................................................................................................................................................... 11 5.2. Static case load assignments......................................................................................................................................... 11 5.3. Response spectrum case load assignments................................................................................................................ 116. Load combinations.................................................................................................................................................................... 127. Structure results......................................................................................................................................................................... 13 7.1. Mass summary.................................................................................................................................................................. 13 7.2. Base reactions.................................................................................................................................................................. 138. Joint results................................................................................................................................................................................ 149. Frame results............................................................................................................................................................................. 1510. Material take-off....................................................................................................................................................................... 1711. Design preferences................................................................................................................................................................. 17 11.1. Steel design..................................................................................................................................................................... 17 11.2. Concrete design.............................................................................................................................................................. 18 11.3. Aluminum design............................................................................................................................................................ 18 11.4. Cold formed design........................................................................................................................................................ 1812. Design overwrites.................................................................................................................................................................... 18 12.1. Steel design..................................................................................................................................................................... 1813. Design summary..................................................................................................................................................................... 20 13.1. Steel design..................................................................................................................................................................... 20

List of FiguresFigure 1: Finite element model...................................................................................................................................................... 4Figure 2: Deformed shape............................................................................................................................................................ 13

List of TablesTable 1: Joint Coordinates.............................................................................................................................................................. 4Table 2: Joint Restraint Assignments............................................................................................................................................ 5Table 3: Connectivity - Frame........................................................................................................................................................ 5Table 4: Frame Section Assignments........................................................................................................................................... 5Table 5: Material Properties 02 - Basic Mechanical Properties................................................................................................ 5Table 6: Material Properties 03a - Steel Data.............................................................................................................................. 6Table 7: Material Properties 03b - Concrete Data....................................................................................................................... 6Table 8: Frame Section Properties 01 - General, Part 1 of 4.................................................................................................... 6Table 8: Frame Section Properties 01 - General, Part 2 of 4.................................................................................................... 7Table 8: Frame Section Properties 01 - General, Part 3 of 4.................................................................................................... 8

Timas Suplindo Page 2 of 20


Table 8: Frame Section Properties 01 - General, Part 4 of 4.................................................................................................... 9Table 9: Frame Section Properties 05 - Nonprismatic............................................................................................................. 10Table 10: Frame Property Modifiers............................................................................................................................................ 10Table 11: Load Pattern Definitions............................................................................................................................................... 11Table 12: Load Case Definitions.................................................................................................................................................. 11Table 13: Case - Static 1 - Load Assignments........................................................................................................................... 11Table 14: Function - Response Spectrum - User...................................................................................................................... 11Table 15: Combination Definitions............................................................................................................................................... 12Table 16: Assembled Joint Masses............................................................................................................................................. 13Table 17: Base Reactions............................................................................................................................................................. 13Table 18: Joint Displacements..................................................................................................................................................... 14Table 19: Joint Reactions............................................................................................................................................................. 14Table 20: Element Forces - Frames, Part 1 of 2....................................................................................................................... 15Table 20: Element Forces - Frames, Part 2 of 2....................................................................................................................... 16Table 21: Material List 2 - By Section Property......................................................................................................................... 17Table 22: Preferences - Steel Design - AISC-LRFD93, Part 1 of 2....................................................................................... 17Table 22: Preferences - Steel Design - AISC-LRFD93, Part 2 of 2....................................................................................... 17Table 23: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2..................................................................... 18Table 23: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2..................................................................... 18Table 24: Preferences - Aluminum Design - AA-ASD 2000.................................................................................................... 18Table 25: Preferences - Cold Formed Design - AISI-ASD96.................................................................................................. 18Table 26: Overwrites - Steel Design - AISC-LRFD93, Part 1 of 5.......................................................................................... 18Table 26: Overwrites - Steel Design - AISC-LRFD93, Part 2 of 5.......................................................................................... 19Table 26: Overwrites - Steel Design - AISC-LRFD93, Part 3 of 5.......................................................................................... 19Table 26: Overwrites - Steel Design - AISC-LRFD93, Part 4 of 5.......................................................................................... 19Table 26: Overwrites - Steel Design - AISC-LRFD93, Part 5 of 5.......................................................................................... 19Table 27: Steel Design 1 - Summary Data - AISC-LRFD93, Part 1 of 2............................................................................... 20Table 27: Steel Design 1 - Summary Data - AISC-LRFD93, Part 2 of 2............................................................................... 20



1. Model geometryThis section provides model geometry information, including items such as joint coordinates, joint restraints, and element connectivity.

Figure 1: Finite element model

1.1. Joint coordinates

Table 1: Joint CoordinatesTable 1: Joint Coordinates

Joint CoordSys CoordType GlobalX GlobalY GlobalZ

m m m

1 GLOBAL Cartesian -22.50000 0.00000 0.00000

2 GLOBAL Cartesian -22.50000 0.00000 12.00000

3 GLOBAL Cartesian 0.00000 0.00000 20.20000



1.2. Joint restraints



Table 2: Joint Restraint AssignmentsTable 2: Joint Restraint Assignments

Joint U1 U2 U3 R1 R2 R3

1 Yes Yes Yes Yes Yes Yes

5 Yes Yes Yes Yes Yes Yes

1.3. Element connectivity

Table 3: Connectivity - FrameTable 3: Connectivity - Frame

Frame JointI JointJ Length

m

1 1 2 12.00000

2 3 2 23.94765

3 3 4 23.94765

4 5 4 12.00000

Table 4: Frame Section AssignmentsTable 4: Frame Section Assignments

Frame AnalSect DesignSect MatProp

1 WF588X300X12X20

WF588X300X12X20

Default

2 WF600X200X11X17

WF600X200X11X17

Default

3 WF600X200X11X17

WF600X200X11X17

Default

4 WF588X300X12X20

WF588X300X12X20

Default

2. Material propertiesThis section provides material property information for materials used in the model.

Table 5: Material Properties 02 - Basic Mechanical PropertiesTable 5: Material Properties 02 - Basic Mechanical Properties

Material UnitWeight UnitMass E1 G12 U12 A1

Kgf/m3 Kgf-s2/m4 Kgf/m2 Kgf/m2 1/C

4000Psi 2.4028E+03 2.4501E+02 2534563564

1056068152

0.200000 9.9000E-06

A36 7.8490E+03 8.0038E+02 2.039E+10 7841930445

0.300000 1.1700E-05

A36-1 7.8490E+03 8.0038E+02 2.039E+10 7841930445

0.300000 1.1700E-05

A992Fy50 7.8490E+03 8.0038E+02 2.039E+10 7841930445

0.300000 1.1700E-05



Table 6: Material Properties 03a - Steel DataTable 6: Material Properties 03a - Steel Data

Material Fy Fu FinalSlope

Kgf/m2 Kgf/m2

A36 25310506.54 40778038.32 -0.100000

A36-1 25310506.54 40778038.32 -0.100000

A992Fy50 35153481.31 45699525.70 -0.100000

Table 7: Material Properties 03b - Concrete DataTable 7: Material Properties 03b - Concrete

Data

Material Fc FinalSlope

Kgf/m2

4000Psi 2812278.50 -0.100000

3. Section propertiesThis section provides section property information for objects used in the model.

3.1. Frames

Table 8: Frame Section Properties 01 - General, Part 1 of 4Table 8: Frame Section Properties 01 - General, Part 1 of 4

SectionName Material Shape t3 t2 tf tw t2b tfb

m m m m m m

CB 600X200 A36 I/Wide Flange 0.880000 0.200000 0.017000 0.011000 0.200000 0.017000

FSEC1 A992Fy50 I/Wide Flange 0.304800 0.127000 0.009652 0.006350 0.127000 0.009652

FSEC2 A992Fy50 I/Wide Flange 0.304800 0.127000 0.009652 0.006350 0.127000 0.009652

FSEC3 A36 General 0.900000 0.200000

FSEC4 A36 I/Wide Flange 1.200000 0.200000 0.017000 0.011000 0.200000 0.017000

VAR1 Nonprismatic

VAR2 Nonprismatic

WF100X100X6X8

A36 I/Wide Flange 0.100000 0.100000 0.008000 0.006000 0.100000 0.008000

WF125X125X6.5X9

A36 I/Wide Flange 0.125000 0.125000 0.009000 0.006500 0.125000 0.009000

WF148X100X6X9

A36 I/Wide Flange 0.148000 0.100000 0.009000 0.006000 0.100000 0.009000

WF150X150X7X10

A36 I/Wide Flange 0.150000 0.150000 0.010000 0.007000 0.150000 0.010000

WF150X75X5X7 A36 I/Wide Flange 0.150000 0.075000 0.007000 0.005000 0.075000 0.007000

WF175X175X7.5X11

A36 I/Wide Flange 0.175000 0.175000 0.011000 0.007500 0.175000 0.011000

WF198X99X4.5X7

A36 I/Wide Flange 0.198000 0.099000 0.007000 0.004500 0.099000 0.007000

WF200X100X5.5X8

A36 I/Wide Flange 0.200000 0.100000 0.008000 0.005500 0.100000 0.008000

WF200X200X8X12

A36 I/Wide Flange 0.200000 0.200000 0.012000 0.008000 0.200000 0.012000

WF248X124X5X8

A36 I/Wide Flange 0.248000 0.124000 0.008000 0.005000 0.124000 0.008000

WF250X125X6X9

A36 I/Wide Flange 0.250000 0.125000 0.009000 0.006000 0.125000 0.009000

WF250X250X9X14

A36 I/Wide Flange 0.250000 0.250000 0.014000 0.009000 0.250000 0.014000



WF298X149X5.5X8

A36 I/Wide Flange 0.298000 0.149000 0.008000 0.005500 0.149000 0.008000

WF300X150X6.5X9

A36 I/Wide Flange 0.300000 0.150000 0.009000 0.006500 0.150000 0.009000

WF300X300X10X15

A36 I/Wide Flange 0.300000 0.300000 0.015000 0.010000 0.300000 0.015000

WF346X174X6X9

A36 I/Wide Flange 0.346000 0.174000 0.009000 0.006000 0.174000 0.009000

WF350X175X7X11

A36 I/Wide Flange 0.350000 0.175000 0.011000 0.007000 0.175000 0.011000

WF350X350X12X19

A36 I/Wide Flange 0.350000 0.350000 0.019000 0.012000 0.350000 0.019000

WF396X199X7X11

A36 I/Wide Flange 0.396000 0.199000 0.011000 0.007000 0.199000 0.011000

WF400X200X8X13

A36 I/Wide Flange 0.400000 0.200000 0.013000 0.008000 0.200000 0.013000

WF400X400X13X21

A36 I/Wide Flange 0.400000 0.400000 0.021000 0.013000 0.400000 0.021000

WF450X200X9X14

A36 I/Wide Flange 0.450000 0.200000 0.014000 0.009000 0.200000 0.014000

WF500X200X10X16

A36 I/Wide Flange 0.500000 0.200000 0.016000 0.010000 0.200000 0.016000

WF588X300X12X20

A36 I/Wide Flange 0.588000 0.300000 0.020000 0.012000 0.300000 0.020000

WF600X200X11X17

A36 I/Wide Flange 0.600000 0.200000 0.017000 0.011000 0.200000 0.017000

WF700X300X13X24

A36 I/Wide Flange 0.700000 0.300000 0.024000 0.013000 0.300000 0.024000

WF800X300X14X26

A36 I/Wide Flange 0.800000 0.300000 0.026000 0.014000 0.300000 0.026000


SectionName Area TorsConst I33 I22 AS2 AS3

m2 m4 m4 m4 m2 m2

CB 600X200 0.016106 9.923E-07 0.001821 0.000023 0.009680 0.005667

FSEC1 0.004265 9.651E-08 0.000066 3.301E-06 0.001935 0.002043

FSEC2 0.004265 9.651E-08 0.000066 3.301E-06 0.001935 0.002043

FSEC3 0.016740 1.054E-06 0.001841 0.000000 0.000000 0.009900

FSEC4 0.019626 1.134E-06 0.003832 0.000023 0.013200 0.005667

VAR1

VAR2

WF100X100X6X8

0.002190 4.020E-08 3.830E-06 1.340E-06 0.000600 0.001330

WF125X125X6.5X9

0.003030 7.050E-08 8.470E-06 2.940E-06 0.000813 0.001880

WF148X100X6X9

0.002680 5.800E-08 0.000010 1.510E-06 0.000888 0.001500

WF150X150X7X10

0.004010 1.150E-07 0.000016 5.630E-06 0.001050 0.001880

WF150X75X5X7 0.001780 2.280E-08 6.660E-06 4.950E-07 0.000750 0.000875

WF175X175X7.5X11

0.005120 1.770E-07 0.000029 9.840E-06 0.001310 0.003210

WF198X99X4.5X7

0.002320 2.820E-08 0.000016 1.140E-06 0.000891 0.001160

WF200X100X5.5X8

0.002720 4.430E-08 0.000018 1.340E-06 0.001100 0.001330

WF200X200X8X12

0.006350 2.600E-07 0.000047 0.000016 0.001600 0.004000

WF248X124X5X8

0.003270 5.200E-08 0.000035 2.550E-06 0.001240 0.001650

WF250X125X6X9

0.003770 7.750E-08 0.000041 2.940E-06 0.001500 0.002500

WF250X250X9X14

0.009220 5.110E-07 0.000108 0.000037 0.002250 0.005830



WF298X149X5.5X8

0.004080 6.650E-08 0.000063 4.420E-06 0.001640 0.001990

WF300X150X6.5X9

0.004680 9.870E-08 0.000072 5.080E-06 0.001950 0.002250

WF300X300X10X15

0.012000 7.650E-07 0.000204 0.000068 0.003000 0.007500

WF346X174X6X9

0.005270 1.080E-07 0.000111 7.920E-06 0.002080 0.002610

WF350X175X7X11

0.006310 1.930E-07 0.000136 9.840E-06 0.002450 0.003210

WF350X350X12X19

0.017400 1.780E-06 0.000403 0.000136 0.004200 0.011100

WF396X199X7X11

0.007220 2.190E-07 0.000200 0.000014 0.002770 0.003650

WF400X200X8X13

0.008410 3.570E-07 0.000237 0.000017 0.003200 0.004330

WF400X400X13X21

0.021900 2.730E-06 0.000666 0.000224 0.005200 0.014000

WF450X200X9X14

0.009680 4.680E-07 0.000335 0.000019 0.004050 0.004670

WF500X200X10X16

0.011400 7.020E-07 0.000478 0.000021 0.005000 0.005330

WF588X300X12X20

0.019200 1.920E-06 0.001180 0.000090 0.007060 0.010000

WF600X200X11X17

0.013400 9.060E-07 0.000776 0.000023 0.006600 0.005670

WF700X300X13X24

0.023500 3.240E-06 0.002010 0.000108 0.009100 0.012000

WF800X300X14X26

0.026700 4.200E-06 0.002920 0.000117 0.011200 0.013000


SectionName S33 S22 Z33 Z22 R33 R22

m3 m3 m3 m3 m m

CB 600X200 0.004139 0.000228 0.004902 0.000366 0.336278 0.037592

FSEC1 0.000431 0.000052 0.000491 0.000081 0.124145 0.027823

FSEC2 0.000431 0.000052 0.000491 0.000081 0.124145 0.027823

FSEC3 0.004091 0.000000 0.120000 0.000000 0.427000 0.000000

FSEC4 0.006387 0.000228 0.007761 0.000375 0.441897 0.034081

VAR1

VAR2

WF100X100X6X8

0.000077 0.000027 0.000088 0.000041 0.041819 0.024736

WF125X125X6.5X9

0.000136 0.000047 0.000154 0.000072 0.052871 0.031150

WF148X100X6X9

0.000138 0.000030 0.000157 0.000047 0.061693 0.023737

WF150X150X7X10

0.000219 0.000075 0.000246 0.000115 0.063951 0.037470

WF150X75X5X7 0.000089 0.000013 0.000102 0.000021 0.061168 0.016676

WF175X175X7.5X11

0.000329 0.000112 0.000369 0.000171 0.075000 0.043839

WF198X99X4.5X7

0.000160 0.000023 0.000180 0.000036 0.082525 0.022167

WF200X100X5.5X8

0.000184 0.000027 0.000209 0.000042 0.082248 0.022196

WF200X200X8X12

0.000472 0.000160 0.000525 0.000244 0.086215 0.050196

WF248X124X5X8

0.000285 0.000041 0.000319 0.000064 0.104047 0.027925

WF250X125X6X9

0.000324 0.000047 0.000366 0.000073 0.103647 0.027926

WF250X250X9X14

0.000864 0.000292 0.000960 0.000444 0.108230 0.062919



WF298X149X5.5X8

0.000424 0.000059 0.000475 0.000092 0.124460 0.032914

WF300X150X6.5X9

0.000481 0.000068 0.000542 0.000105 0.124121 0.032946

WF300X300X10X15

0.001360 0.000450 0.001500 0.000684 0.130384 0.075000

WF346X174X6X9

0.000642 0.000091 0.000716 0.000140 0.145130 0.038767

WF350X175X7X11

0.000777 0.000112 0.000868 0.000174 0.146810 0.039490

WF350X350X12X19

0.002303 0.000777 0.002550 0.001180 0.152187 0.088409

WF396X199X7X11

0.001010 0.000146 0.001130 0.000224 0.166436 0.044814

WF400X200X8X13

0.001185 0.000174 0.001330 0.000268 0.167871 0.045486

WF400X400X13X21

0.003330 0.001120 0.003670 0.001700 0.174387 0.101135

WF450X200X9X14

0.001489 0.000187 0.001680 0.000291 0.186031 0.043952

WF500X200X10X16

0.001912 0.000214 0.002180 0.000335 0.204768 0.043327

WF588X300X12X20

0.004014 0.000601 0.004490 0.000928 0.247908 0.068541

WF600X200X11X17

0.002587 0.000228 0.002980 0.000361 0.240646 0.041249

WF700X300X13X24

0.005743 0.000720 0.006460 0.001120 0.292458 0.067792

WF800X300X14X26

0.007300 0.000780 0.008240 0.001220 0.330701 0.066197


SectionName AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod

CB 600X200 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

FSEC1 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

FSEC2 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

FSEC3 1.000000 0.000000 1.000000 1.000000 0.000000 1.000000 1.000000 1.000000

FSEC4 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

VAR1

VAR2

WF100X100X6X8

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF125X125X6.5X9

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF148X100X6X9

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF150X150X7X10

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF150X75X5X7 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF175X175X7.5X11

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF198X99X4.5X7

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF200X100X5.5X8

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF200X200X8X12

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF248X124X5X8

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF250X125X6X9

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF250X250X9X14

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000



WF298X149X5.5X8

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF300X150X6.5X9

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF300X300X10X15

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF346X174X6X9

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF350X175X7X11

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF350X350X12X19

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF396X199X7X11

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF400X200X8X13

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF400X400X13X21

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF450X200X9X14

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF500X200X10X16

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF588X300X12X20

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF600X200X11X17

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF700X300X13X24

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WF800X300X14X26

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

Table 9: Frame Section Properties 05 - NonprismaticTable 9: Frame Section Properties 05 - Nonprismatic

SectionName SegmentNum

StartSect EndSect AbsLength VarLength EI33Var EI22Var

m

VAR1 1 WF600X200X11X17

FSEC4 0.5000 Linear Linear

VAR2 1 FSEC4 WF600X200X11X17

0.5000 Linear Linear

Table 10: Frame Property ModifiersTable 10: Frame Property Modifiers

Frame AMod AS2Mod AS3Mod JMod I22Mod I33Mod MassMod WeightMod

1 1.000000 0.000000 1.000000 1.000000 0.000000 1.000000 1.000000 1.000000

4 1.000000 0.000000 1.000000 1.000000 0.000000 1.000000 1.000000 1.000000

2 1.000000 0.000000 1.000000 1.000000 0.000000 1.000000 1.000000 1.000000

3 1.000000 0.000000 1.000000 1.000000 0.000000 1.000000 1.000000 1.000000

4. Load patternsThis section provides loading information as applied to the model.



4.1. Definitions

Table 11: Load Pattern DefinitionsTable 11: Load Pattern Definitions

LoadPat DesignType SelfWtMult AutoLoad

DEAD DEAD 1.000000

SDL SUPER DEAD 0.000000

LL ROOF LIVE 0.000000

WIND WIND 0.000000 None

RAIN ROOF LIVE 0.000000

5. Load casesThis section provides load case information.

5.1. Definitions

Table 12: Load Case DefinitionsTable 12: Load Case Definitions

Case Type InitialCond ModalCase BaseCase

DEAD LinStatic Zero

MODAL LinModal Zero

SDL LinStatic Zero

LL LinStatic Zero

WIND LinStatic Zero

RAIN LinStatic Zero

5.2. Static case load assignments

Table 13: Case - Static 1 - Load AssignmentsTable 13: Case - Static 1 - Load Assignments

Case LoadType LoadName LoadSF

DEAD Load pattern DEAD 1.000000

SDL Load pattern SDL 1.000000

LL Load pattern LL 1.000000

WIND Load pattern WIND 1.000000

RAIN Load pattern RAIN 1.000000

5.3. Response spectrum case load assignments

Table 14: Function - Response Spectrum - UserTable 14: Function - Response Spectrum - User

Name Period Accel FuncDamp



Sec

UNIFRS 0.000000 1.000000 0.050000

UNIFRS 1.000000 1.000000

6. Load combinationsThis section provides load combination information.

Table 15: Combination DefinitionsTable 15: Combination Definitions

ComboName ComboType CaseName ScaleFactor

COMB1 Linear Add DEAD 1.200000

COMB1 SDL 1.200000

COMB1 LL 0.500000

COMB1 WIND 1.300000


COMB2 WIND 1.000000

COMB2 SDL 1.000000

COMB2 LL 1.000000


COMB3 SDL 1.200000

COMB3 RAIN 0.500000

COMB3 WIND 1.300000



7. Structure resultsThis section provides structure results, including items such as structural periods and base reactions.

Figure 2: Deformed shape

7.1. Mass summary

Table 16: Assembled Joint MassesTable 16: Assembled Joint Masses

Joint U1 U2 U3 R1 R2 R3

Kgf-s2/m Kgf-s2/m Kgf-s2/m Kgf-m-s2 Kgf-m-s2 Kgf-m-s2

1 92.20 92.20 92.20 0.00 0.00 0.00

2 220.62 220.62 220.62 0.00 0.00 0.00

3 256.84 256.84 256.84 0.00 0.00 0.00

4 220.62 220.62 220.62 0.00 0.00 0.00

5 92.20 92.20 92.20 0.00 0.00 0.00

7.2. Base reactions

Table 17: Base ReactionsTable 17: Base Reactions

OutputCase GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ

Kgf Kgf Kgf Kgf-m Kgf-m Kgf-m

DEAD -6.366E-11 0.00 8654.34 0.00 -8.731E-10 0.00

SDL -3.388E-11 0.00 3130.43 0.00 -4.584E-10 0.00

LL -3.856E-09 0.00 362250.00 0.00 -5.448E-08 0.00



WIND -5101.00 0.00 -562.50 0.00 -26348.37 0.00

RAIN -1152.00 0.00 5400.00 0.00 -6912.00 0.00

8. Joint resultsThis section provides joint results, including items such as displacements and reactions.

Table 18: Joint DisplacementsTable 18: Joint Displacements

Joint OutputCase U1 U2 U3 R1 R2 R3

m m m Radians Radians Radians

1 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

1 SDL 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

1 LL 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

1 WIND 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

1 RAIN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

2 DEAD -0.012175 0.000000 -0.000105 0.000000 -0.000066 0.000000

2 SDL -0.006378 0.000000 -0.000048 0.000000 0.000053 0.000000

2 LL -0.738100 0.000000 -0.005552 0.000000 0.006081 0.000000

2 WIND 0.018884 0.000000 8.046E-06 0.000000 0.001581 0.000000

2 RAIN -0.008569 0.000000 -0.000082 0.000000 0.000379 0.000000

3 DEAD 4.400E-16 0.000000 -0.034039 0.000000 -2.334E-17 0.000000

3 SDL 2.322E-16 0.000000 -0.018002 0.000000 -1.231E-17 0.000000

3 LL 2.685E-14 0.000000 -2.083156 0.000000 -1.423E-15 0.000000

3 WIND 0.016657 0.000000 0.003922 0.000000 -0.001029 0.000000

3 RAIN 0.003309 0.000000 -0.033803 0.000000 -0.000145 0.000000

4 DEAD 0.012175 0.000000 -0.000105 0.000000 0.000066 0.000000

4 SDL 0.006378 0.000000 -0.000048 0.000000 -0.000053 0.000000

4 LL 0.738100 0.000000 -0.005552 0.000000 -0.006081 0.000000

4 WIND 0.016086 0.000000 9.197E-06 0.000000 0.001601 0.000000

4 RAIN 0.015460 0.000000 -0.000084 0.000000 0.000195 0.000000

5 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

5 SDL 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

5 LL 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

5 WIND 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

5 RAIN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

Table 19: Joint ReactionsTable 19: Joint Reactions

Joint OutputCase F1 F2 F3 M1 M2 M3

Kgf Kgf Kgf Kgf-m Kgf-m Kgf-m

1 DEAD 1968.26 0.00 4327.17 0.00 11941.46 0.00

1 SDL 1118.36 0.00 1565.21 0.00 6604.79 0.00

1 LL 129415.55 0.00 181125.00 0.00 764300.79 0.00

1 WIND -2866.04 0.00 -262.47 0.00 -15182.40 0.00

1 RAIN 1811.50 0.00 2674.37 0.00 10109.34 0.00

5 DEAD -1968.26 0.00 4327.17 0.00 -11941.46 0.00

5 SDL -1118.36 0.00 1565.21 0.00 -6604.79 0.00

5 LL -129415.55 0.00 181125.00 0.00 -764300.79 0.00

5 WIND -2234.96 0.00 -300.03 0.00 -12011.08 0.00

5 RAIN -2963.50 0.00 2725.63 0.00 -15868.13 0.00



9. Frame resultsThis section provides frame force results.

Table 20: Element Forces - Frames, Part 1 of 2Table 20: Element Forces - Frames, Part 1 of 2

Frame Station OutputCase P V2 V3

m Kgf Kgf Kgf

1 0.00000 DEAD -4327.17 -1968.26 0.00

1 6.00000 DEAD -3422.96 -1968.26 0.00

1 12.00000 DEAD -2518.75 -1968.26 0.00

1 0.00000 SDL -1565.21 -1118.36 0.00

1 6.00000 SDL -1565.21 -1118.36 0.00

1 12.00000 SDL -1565.21 -1118.36 0.00

1 0.00000 LL -181125.00 -129415.55 0.00

1 6.00000 LL -181125.00 -129415.55 0.00

1 12.00000 LL -181125.00 -129415.55 0.00

1 0.00000 WIND 262.47 2866.04 0.00

1 6.00000 WIND 262.47 1570.04 0.00

1 12.00000 WIND 262.47 274.04 0.00

1 0.00000 RAIN -2674.37 -1811.50 0.00

1 6.00000 RAIN -2674.37 -1811.50 0.00

1 12.00000 RAIN -2674.37 -1811.50 0.00

2 0.00000 DEAD -1849.28 -673.96 0.00

2 11.97383 DEAD -2280.51 509.28 0.00

2 23.94765 DEAD -2711.73 1692.53 0.00

2 0.00000 SDL -1586.70 -578.27 0.00

2 11.97383 SDL -1586.70 254.69 0.00

2 23.94765 SDL -1586.70 1087.65 0.00

2 0.00000 LL -183611.95 -66916.35 0.00

2 11.97383 LL -183611.95 29472.94 0.00

2 23.94765 LL -183611.95 125862.24 0.00

2 0.00000 WIND 347.34 -152.77 0.00

2 11.97383 WIND 347.34 -152.77 0.00

2 23.94765 WIND 347.34 -152.77 0.00

2 0.00000 RAIN -2617.74 -981.30 0.00

2 11.97383 RAIN -2617.74 455.56 0.00

2 23.94765 RAIN -2617.74 1892.42 0.00

3 0.00000 DEAD -1849.28 -673.96 0.00

3 11.97383 DEAD -2280.51 509.28 0.00

3 23.94765 DEAD -2711.73 1692.53 0.00

3 0.00000 SDL -1586.70 -578.27 0.00

3 11.97383 SDL -1586.70 254.69 0.00

3 23.94765 SDL -1586.70 1087.65 0.00

3 0.00000 LL -183611.95 -66916.35 0.00

3 11.97383 LL -183611.95 29472.94 0.00

3 23.94765 LL -183611.95 125862.24 0.00

3 0.00000 WIND 167.60 340.44 0.00

3 11.97383 WIND 167.60 41.09 0.00

3 23.94765 WIND 167.60 -258.25 0.00

3 0.00000 RAIN -2635.29 -933.14 0.00

3 11.97383 RAIN -2635.29 503.72 0.00

3 23.94765 RAIN -2635.29 1940.58 0.00

4 0.00000 DEAD -4327.17 1968.26 0.00

4 6.00000 DEAD -3422.96 1968.26 0.00

4 12.00000 DEAD -2518.75 1968.26 0.00

4 0.00000 SDL -1565.21 1118.36 0.00

4 6.00000 SDL -1565.21 1118.36 0.00

4 12.00000 SDL -1565.21 1118.36 0.00

4 0.00000 LL -181125.00 129415.55 0.00



4 6.00000 LL -181125.00 129415.55 0.00

4 12.00000 LL -181125.00 129415.55 0.00

4 0.00000 WIND 300.03 2234.96 0.00

4 6.00000 WIND 300.03 1082.96 0.00

4 12.00000 WIND 300.03 -69.04 0.00

4 0.00000 RAIN -2725.63 2963.50 0.00

4 6.00000 RAIN -2725.63 2387.50 0.00

4 12.00000 RAIN -2725.63 1811.50 0.00

Table 20: Element Forces - Frames, Part 2 of 2Table 20: Element Forces - Frames, Part 2 of 2

Frame Station OutputCase T M2 M3

m Kgf-m Kgf-m Kgf-m

1 0.00000 DEAD 0.00 0.00 -11941.46

1 6.00000 DEAD 0.00 0.00 -131.88

1 12.00000 DEAD 0.00 0.00 11677.70

1 0.00000 SDL 0.00 0.00 -6604.79

1 6.00000 SDL 0.00 0.00 105.36

1 12.00000 SDL 0.00 0.00 6815.52

1 0.00000 LL 0.00 0.00 -764300.79

1 6.00000 LL 0.00 0.00 12192.52

1 12.00000 LL 0.00 0.00 788685.83

1 0.00000 WIND 0.00 0.00 15182.40

1 6.00000 WIND 0.00 0.00 1874.18

1 12.00000 WIND 0.00 0.00 -3658.04

1 0.00000 RAIN 0.00 0.00 -10109.34

1 6.00000 RAIN 0.00 0.00 759.67

1 12.00000 RAIN 0.00 0.00 11628.67

2 0.00000 DEAD 0.00 0.00 1331.96

2 11.97383 DEAD 0.00 0.00 2317.87

2 23.94765 DEAD 0.00 0.00 -10864.18

2 0.00000 SDL 0.00 0.00 -240.19

2 11.97383 SDL 0.00 0.00 1697.01

2 23.94765 SDL 0.00 0.00 -6339.51

2 0.00000 LL 0.00 0.00 -27794.52

2 11.97383 LL 0.00 0.00 196375.93

2 23.94765 LL 0.00 0.00 -733602.24

2 0.00000 WIND 0.00 0.00 -104.63

2 11.97383 WIND 0.00 0.00 1724.61

2 23.94765 WIND 0.00 0.00 3553.84

2 0.00000 RAIN 0.00 0.00 66.34

2 11.97383 RAIN 0.00 0.00 3213.84

2 23.94765 RAIN 0.00 0.00 -10843.35

3 0.00000 DEAD 0.00 0.00 1331.96

3 11.97383 DEAD 0.00 0.00 2317.87

3 23.94765 DEAD 0.00 0.00 -10864.18

3 0.00000 SDL 0.00 0.00 -240.19

3 11.97383 SDL 0.00 0.00 1697.01

3 23.94765 SDL 0.00 0.00 -6339.51

3 0.00000 LL 0.00 0.00 -27794.52

3 11.97383 LL 0.00 0.00 196375.93

3 23.94765 LL 0.00 0.00 -733602.24

3 0.00000 WIND 0.00 0.00 -50.70

3 11.97383 WIND 0.00 0.00 -2334.88

3 23.94765 WIND 0.00 0.00 -1034.75

3 0.00000 RAIN 0.00 0.00 71.60

3 11.97383 RAIN 0.00 0.00 2642.50

3 23.94765 RAIN 0.00 0.00 -11991.29

4 0.00000 DEAD 0.00 0.00 11941.46

4 6.00000 DEAD 0.00 0.00 131.88



4 12.00000 DEAD 0.00 0.00 -11677.70

4 0.00000 SDL 0.00 0.00 6604.79

4 6.00000 SDL 0.00 0.00 -105.36

4 12.00000 SDL 0.00 0.00 -6815.52

4 0.00000 LL 0.00 0.00 764300.79

4 6.00000 LL 0.00 0.00 -12192.52

4 12.00000 LL 0.00 0.00 -788685.83

4 0.00000 WIND 0.00 0.00 12011.08

4 6.00000 WIND 0.00 0.00 2057.30

4 12.00000 WIND 0.00 0.00 -984.47

4 0.00000 RAIN 0.00 0.00 15868.13

4 6.00000 RAIN 0.00 0.00 -184.87

4 12.00000 RAIN 0.00 0.00 -12781.88

10. Material take-offThis section provides a material take-off.

Table 21: Material List 2 - By Section PropertyTable 21: Material List 2 - By Section Property

Section ObjectType NumPieces TotalLength TotalWeight

m Kgf

WF588X300X12X20

Frame 2 24.00000 3616.84

WF600X200X11X17

Frame 2 47.89530 5037.50

11. Design preferencesThis section provides the design preferences for each type of design, which typically include material reduction factors, framing type, stress ratio limit, deflection limits, and other code specific items.

11.1. Steel design

Table 22: Preferences - Steel Design - AISC-LRFD93, Part 1 of 2Table 22: Preferences - Steel Design - AISC-LRFD93, Part 1 of 2

FrameType PatLLF SRatioLimit PhiB PhiC PhiT PhiV PhiCA

Moment Frame 0.750000 1.000000 0.900000 0.900000 0.900000 0.900000 0.900000

Table 22: Preferences - Steel Design - AISC-LRFD93, Part 2 of 2Table 22: Preferences - Steel Design - AISC-LRFD93, Part 2 of 2

DLRat SDLAndLLRat LLRat TotalRat NetRat

120.000000 120.000000 360.000000 240.000000 240.000000



11.2. Concrete design

Table 23: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2Table 23: Preferences - Concrete Design - ACI 318-

05/IBC2003, Part 1 of 2

MinEccen PatLLF UFLimit SeisCat

Yes 0.750000 0.950000 D

Table 23: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2Table 23: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2

PhiT PhiCTied PhiCSpiral PhiV PhiVSeismic

PhiVJoint

0.900000 0.650000 0.700000 0.750000 0.600000 0.850000

11.3. Aluminum design

Table 24: Preferences - Aluminum Design - AA-ASD 2000Table 24: Preferences - Aluminum Design - AA-ASD 2000

FrameType SRatioLimit LatFact UseLatFact

Moment Frame 1.000000 1.333333 No

11.4. Cold formed design

Table 25: Preferences - Cold Formed Design - AISI-ASD96Table 25: Preferences - Cold Formed Design - AISI-ASD96

FrameType SRatioLimit

OmegaBS OmegaBUS

OmegaBLTB

OmegaVS OmegaVNS

OmegaT OmegaC

Braced Frame 1.000000 1.670000 1.670000 1.670000 1.670000 1.500000 1.670000 1.800000

12. Design overwritesThis section provides the design overwrites for each type of design, which are assigned to individual members of the structure.

12.1. Steel design

Table 26: Overwrites - Steel Design - AISC-LRFD93, Part 1 of 5Table 26: Overwrites - Steel Design - AISC-LRFD93, Part 1 of 5

Frame DesignSect FrameType Fy RLLF AreaRatio XLMajor XLMinor

Kgf/m2



1 Program Determined

Program Determined

0.00 0.000000 0.000000 0.000000 0.000000


Program Determined

0.00 0.000000 0.000000 0.000000 0.000000


Program Determined

0.00 0.000000 0.000000 0.000000 0.000000


Program Determined

0.00 0.000000 0.000000 0.000000 0.000000


Frame XKMajor XKMinor CmMajor CmMinor Cb B1Major B1Minor

1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

4 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

2 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

3 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000


Frame B2Major B2Minor PhiPnc PhiPnt PhiMn3 PhiMn2 PhiVn2 PhiVn3

Kgf Kgf Kgf-m Kgf-m Kgf Kgf

1 0.000000 0.000000 0.00 0.00 0.00 0.00 0.00 0.00

4 0.000000 0.000000 0.00 0.00 0.00 0.00 0.00 0.00

2 0.000000 0.000000 0.00 0.00 0.00 0.00 0.00 0.00

3 0.000000 0.000000 0.00 0.00 0.00 0.00 0.00 0.00


Frame DeflType DLRat SDLAndLLRat LLRat TotalRat NetRat DLAbs

m


0.000000 0.000000 0.000000 0.000000 0.000000 0.000000


0.000000 0.000000 0.000000 0.000000 0.000000 0.000000


0.000000 0.000000 0.000000 0.000000 0.000000 0.000000


0.000000 0.000000 0.000000 0.000000 0.000000 0.000000


Frame SDLAndLLAbs LLAbs TotalAbs NetAbs SpecCamber

m m m m m

1 0.000000 0.000000 0.000000 0.000000 0.000000

4 0.000000 0.000000 0.000000 0.000000 0.000000

2 0.000000 0.000000 0.000000 0.000000 0.000000

3 0.000000 0.000000 0.000000 0.000000 0.000000



13. Design summaryThis section provides the design summary for each type of design, which highlights the controlling demand/capacity ratio and it's associated combination and location in each member.

13.1. Steel design

Table 27: Steel Design 1 - Summary Data - AISC-LRFD93, Part 1 of 2Table 27: Steel Design 1 - Summary Data - AISC-LRFD93, Part 1 of 2

Frame Location Combo DesignSect DesignType Ratio RatioType

m

1 12.00000 COMB1 WF588X300X12X20

Column 4.534766 PMM

4 0.00000 COMB1 WF588X300X12X20

Column 4.627708 PMM

2 23.94765 COMB1 WF600X200X11X17

Brace

3 23.94765 COMB1 WF600X200X11X17

Brace

Table 27: Steel Design 1 - Summary Data - AISC-LRFD93, Part 2 of 2Table 27: Steel Design 1 - Summary Data - AISC-LRFD93, Part 2 of 2

Frame Status ErrMsg WarnMsg

1 Overstressed No Messages No Messages

4 Overstressed No Messages No Messages

2 See ErrMsg and WarnMsg Pu > Pe -- B1 is undefined (AISC-LRFD C1-2); Design

can not proceed

kl/r > 200 (AISC-LRFD B7, AISC-LRFD SAM 4)

3 See ErrMsg and WarnMsg Pu > Pe -- B1 is undefined (AISC-LRFD C1-2); Design

can not proceed

kl/r > 200 (AISC-LRFD B7, AISC-LRFD SAM 4)


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