saf robby.rtf

License #3010*18T6TSVX6UNH4E6

SAP2000 Analysis Report

Prepared by

Computers and Structures, Inc.

Model Name: ROBBY.POR.sdb

22 January 2016

ROBBY.POR.sdb SAP2000 v17.2.0 - License #3010*18T6TSVX6UNH4E610. Design preferences 22 January 2016

Contents1. Model geometry........................................................................................................................................................ 4 1.1. Joint coordinates............................................................................................................................................... 4 1.2. Joint restraints................................................................................................................................................... 5 1.3. Element connectivity......................................................................................................................................... 52. Material properties.................................................................................................................................................... 73. Section properties..................................................................................................................................................... 8 3.1. Frames.............................................................................................................................................................. 84. Load patterns............................................................................................................................................................ 9 4.1. Definitions......................................................................................................................................................... 95. Load cases................................................................................................................................................................ 9 5.1. Definitions......................................................................................................................................................... 9 5.2. Static case load assignments.......................................................................................................................... 10 5.3. Response spectrum case load assignments................................................................................................... 106. Structure results...................................................................................................................................................... 10 6.1. Mass summary................................................................................................................................................ 11 6.2. Modal results................................................................................................................................................... 12 6.3. Base reactions................................................................................................................................................ 127. Joint results............................................................................................................................................................. 128. Frame results.......................................................................................................................................................... 139. Material take-off...................................................................................................................................................... 2410. Design preferences............................................................................................................................................... 24 10.1. Steel design.................................................................................................................................................. 24 10.2. Aluminum design........................................................................................................................................... 25 10.3. Cold formed design....................................................................................................................................... 25

List of FiguresFigure 1: Finite element model...................................................................................................................................... 4Figure 2: Deformed shape........................................................................................................................................... 11

List of TablesTable 1: Joint Coordinates............................................................................................................................................. 4Table 2: Joint Restraint Assignments............................................................................................................................ 5Table 3: Connectivity - Frame........................................................................................................................................ 5Table 4: Frame Section Assignments............................................................................................................................ 6Table 5: Material Properties 02 - Basic Mechanical Properties..................................................................................... 7Table 6: Material Properties 03a - Steel Data................................................................................................................ 7Table 7: Material Properties 03b - Concrete Data......................................................................................................... 8Table 8: Material Properties 03e - Rebar Data.............................................................................................................. 8Table 9: Frame Section Properties 01 - General, Part 1 of 4......................................................................................... 8Table 9: Frame Section Properties 01 - General, Part 2 of 4......................................................................................... 8Table 9: Frame Section Properties 01 - General, Part 3 of 4......................................................................................... 8Table 9: Frame Section Properties 01 - General, Part 4 of 4......................................................................................... 9Table 10: Frame Section Properties 02 - Concrete Column, Part 1 of 2........................................................................ 9Table 10: Frame Section Properties 02 - Concrete Column, Part 2 of 2........................................................................ 9Table 11: Load Pattern Definitions................................................................................................................................. 9Table 12: Load Case Definitions, Part 1 of 2................................................................................................................. 9Table 12: Load Case Definitions, Part 2 of 2............................................................................................................... 10Table 13: Case - Static 1 - Load Assignments............................................................................................................. 10

Computers and Structures, Inc. of 25


Table 14: Function - Response Spectrum - User......................................................................................................... 10Table 15: Assembled Joint Masses............................................................................................................................. 11Table 16: Modal Participating Mass Ratios.................................................................................................................. 12Table 17: Base Reactions........................................................................................................................................... 12Table 18: Joint Displacements..................................................................................................................................... 13Table 19: Joint Reactions............................................................................................................................................ 13Table 20: Element Forces - Frames, Part 1 of 2.......................................................................................................... 14Table 20: Element Forces - Frames, Part 2 of 2.......................................................................................................... 19Table 21: Material List 2 - By Section Property............................................................................................................ 24Table 22: Preferences - Steel Design - AISC 360-10, Part 1 of 4................................................................................ 24Table 22: Preferences - Steel Design - AISC 360-10, Part 2 of 4................................................................................ 24Table 22: Preferences - Steel Design - AISC 360-10, Part 3 of 4................................................................................ 24Table 22: Preferences - Steel Design - AISC 360-10, Part 4 of 4................................................................................ 25Table 23: Preferences - Aluminum Design - AA-ASD 2000......................................................................................... 25Table 24: Preferences - Cold Formed Design - AISI-ASD96....................................................................................... 25



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 0.000 0.000 20.000





A GLOBAL Cartesian 0.000 0.000 0.000

B GLOBAL Cartesian 6.000 0.000 0.000

C GLOBAL Cartesian 10.000 0.000 0.000

D GLOBAL Cartesian 16.000 0.000 0.000



E GLOBAL Cartesian 19.000 0.000 0.000

F GLOBAL Cartesian 0.000 0.000 4.000

G GLOBAL Cartesian 6.000 0.000 4.000

H GLOBAL Cartesian 10.000 0.000 4.000

I GLOBAL Cartesian 16.000 0.000 4.000

J GLOBAL Cartesian 19.000 0.000 4.000

K GLOBAL Cartesian 0.000 0.000 8.000

L GLOBAL Cartesian 6.000 0.000 8.000

M GLOBAL Cartesian 10.000 0.000 8.000

N GLOBAL Cartesian 16.000 0.000 8.000

O GLOBAL Cartesian 19.000 0.000 8.000

P GLOBAL Cartesian 0.000 0.000 12.000

Q GLOBAL Cartesian 6.000 0.000 12.000

R GLOBAL Cartesian 10.000 0.000 12.000

S GLOBAL Cartesian 16.000 0.000 12.000

T GLOBAL Cartesian 19.000 0.000 12.000

U GLOBAL Cartesian 0.000 0.000 16.000

V GLOBAL Cartesian 6.000 0.000 16.000

W GLOBAL Cartesian 10.000 0.000 16.000

X GLOBAL Cartesian 16.000 0.000 16.000

Y GLOBAL Cartesian 19.000 0.000 16.000

1.2. Joint restraints

Table 2: Joint Restraint AssignmentsTable 2: Joint Restraint Assignments

Joint U1 U2 U3 R1 R2 R3

A Yes Yes Yes Yes Yes Yes

B Yes Yes Yes Yes Yes Yes

C Yes Yes Yes Yes Yes Yes

D Yes Yes Yes Yes Yes Yes

E Yes Yes Yes Yes Yes Yes

1.3. Element connectivity

Table 3: Connectivity - FrameTable 3: Connectivity - Frame

Frame JointI JointJ Length

m

1 A F 4.000

2 F K 4.000

3 K P 4.000

4 P U 4.000

5 U 1 4.000

16 B G 4.000

17 G L 4.000

18 L Q 4.000

19 Q V 4.000



20 V 2 4.000

21 C H 4.000

22 H M 4.000

23 M R 4.000

24 R W 4.000

25 W 3 4.000

26 D I 4.000

27 I N 4.000

28 N S 4.000

29 S X 4.000

30 X 4 4.000

31 E J 4.000

32 J O 4.000

33 O T 4.000

34 T Y 4.000

35 Y 5 4.000

36 F G 6.000

37 G H 4.000

38 H I 6.000

39 I J 3.000

40 K L 6.000

41 L M 4.000

42 M N 6.000

43 N O 3.000

44 P Q 6.000

45 Q R 4.000

46 R S 6.000

47 S T 3.000

48 U V 6.000

49 V W 4.000

50 W X 6.000

51 X Y 3.000

52 1 2 6.000

53 2 3 4.000

54 3 4 6.000

55 4 5 3.000

Table 4: Frame Section AssignmentsTable 4: Frame Section Assignments

Frame AnalSect DesignSect MatProp

1 KOLOM N.A. Default



























36 BALOK N.A. 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

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

A615Gr60 7.8490E+00 8.0038E-01 20389019.16 1.1700E-05

A992Fy50 7.8490E+00 8.0038E-01 20389019.16 7841930.445 0.300000 1.1700E-05

BETON 2.4028E+00 2.4501E-01 25742.960 10726.233 0.200000 0.0000E+00

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

Material Fy Fu FinalSlope

Tonf/m2 Tonf/m2

A992Fy50 35153.481 45699.526 -0.100000



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

Material Fc FinalSlope

Tonf/m2

BETON 2812.279 -0.100000

Table 8: Material Properties 03e - Rebar DataTable 8: Material Properties 03e - Rebar Data

Material Fy Fu FinalSlope

Tonf/m2 Tonf/m2

A615Gr60 42184.178 63276.266 -0.100000

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

3.1. Frames

Table 9: Frame Section Properties 01 - General, Part 1 of 4Table 9: Frame Section Properties 01 - General, Part 1 of 4

SectionName Material Shape t3 t2 Area TorsConst I33 I22

m m m2 m4 m4 m4

BALOK BETON Rectangular 0.5000 0.2500 0.13 1.788E-03 2.604E-03 6.510E-04

KOLOM BETON Rectangular 0.2500 0.2500 6.250E-02 5.501E-04 3.255E-04 3.255E-04


SectionName I23 AS2 AS3

m4 m2 m2

BALOK 0.00 0.10 0.10

KOLOM 0.00 5.208E-02 5.208E-02


SectionName S33 S22 Z33 Z22 R33 R22

m3 m3 m3 m3 m m

BALOK 1.042E-02 5.208E-03 1.563E-02 7.813E-03 0.1443 0.0722

KOLOM 2.604E-03 2.604E-03 3.906E-03 3.906E-03 0.0722 0.0722




SectionName AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod

BALOK 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

KOLOM 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

Table 10: Frame Section Properties 02 - Concrete Column, Part 1 of 2Table 10: Frame Section Properties 02 - Concrete Column, Part 1 of 2

SectionName RebarMatL RebarMatC ReinfConfig LatReinf Cover NumBars3Dir NumBars2Dir

m

BALOK A615Gr60 A615Gr60 Rectangular Ties 0.0400 3 3

KOLOM A615Gr60 A615Gr60 Rectangular Ties 0.0400 3 3

Table 10: Frame Section Properties 02 - Concrete Column, Part 2 of 2Table 10: Frame Section Properties 02 - Concrete Column, Part 2 of 2

SectionName BarSizeL BarSizeC SpacingC NumCBars2 NumCBars3

m

BALOK #9 #4 0.1500 3 3

KOLOM #9 #4 0.1500 3 3

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

5. Load casesThis section provides load case information.

5.1. Definitions

Table 12: Load Case Definitions, Part 1 of 2Table 12: Load Case Definitions, Part 1 of 2



Case Type InitialCond ModalCase BaseCase MassSource DesActOpt

DEAD LinStatic Zero Prog Det

MODAL LinModal Zero Prog Det

Table 12: Load Case Definitions, Part 2 of 2Table 12: Load Case Definitions,

Part 2 of 2

Case DesignAct

DEAD Non-Composite

MODAL Other

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

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



Figure 2: Deformed shape

6.1. Mass summary

Table 15: Assembled Joint MassesTable 15: Assembled Joint Masses

Joint MassSource U1 U2 U3 R1 R2 R3

Tonf-s2/m Tonf-s2/m Tonf-s2/m Tonf-m-s2 Tonf-m-s2 Tonf-m-s2

1 MSSSRC1 0.1225 0.1225 0.1225 0.000 0.000 0.000

2 MSSSRC1 0.1838 0.1838 0.1838 0.000 0.000 0.000

3 MSSSRC1 0.1838 0.1838 0.1838 0.000 0.000 0.000

4 MSSSRC1 0.1684 0.1684 0.1684 0.000 0.000 0.000

5 MSSSRC1 0.0766 0.0766 0.0766 0.000 0.000 0.000

A MSSSRC1 0.0306 0.0306 0.0306 0.000 0.000 0.000

B MSSSRC1 0.0306 0.0306 0.0306 0.000 0.000 0.000

C MSSSRC1 0.0306 0.0306 0.0306 0.000 0.000 0.000

D MSSSRC1 0.0306 0.0306 0.0306 0.000 0.000 0.000

E MSSSRC1 0.0306 0.0306 0.0306 0.000 0.000 0.000

F MSSSRC1 0.1531 0.1531 0.1531 0.000 0.000 0.000

G MSSSRC1 0.2144 0.2144 0.2144 0.000 0.000 0.000

H MSSSRC1 0.2144 0.2144 0.2144 0.000 0.000 0.000

I MSSSRC1 0.1991 0.1991 0.1991 0.000 0.000 0.000

J MSSSRC1 0.1072 0.1072 0.1072 0.000 0.000 0.000

K MSSSRC1 0.1531 0.1531 0.1531 0.000 0.000 0.000



L MSSSRC1 0.2144 0.2144 0.2144 0.000 0.000 0.000

M MSSSRC1 0.2144 0.2144 0.2144 0.000 0.000 0.000

N MSSSRC1 0.1991 0.1991 0.1991 0.000 0.000 0.000

O MSSSRC1 0.1072 0.1072 0.1072 0.000 0.000 0.000

P MSSSRC1 0.1531 0.1531 0.1531 0.000 0.000 0.000

Q MSSSRC1 0.2144 0.2144 0.2144 0.000 0.000 0.000

R MSSSRC1 0.2144 0.2144 0.2144 0.000 0.000 0.000

S MSSSRC1 0.1991 0.1991 0.1991 0.000 0.000 0.000

T MSSSRC1 0.1072 0.1072 0.1072 0.000 0.000 0.000

U MSSSRC1 0.1531 0.1531 0.1531 0.000 0.000 0.000

V MSSSRC1 0.2144 0.2144 0.2144 0.000 0.000 0.000

W MSSSRC1 0.2144 0.2144 0.2144 0.000 0.000 0.000

X MSSSRC1 0.1991 0.1991 0.1991 0.000 0.000 0.000

Y MSSSRC1 0.1072 0.1072 0.1072 0.000 0.000 0.000

6.2. Modal results

Table 16: Modal Participating Mass RatiosTable 16: Modal Participating Mass Ratios

OutputCase StepNum Period UX UY UZ SumUX SumUY SumUZ

Sec

MODAL 1.000000 59.412950 0.0000 0.6745 0.0000 0.0000 0.6745 0.0000

MODAL 2.000000 18.625857 0.0000 5.620E-06 0.0000 0.0000 0.6745 0.0000

MODAL 3.000000 9.583382 3.527E-19 0.2083 1.047E-19 3.527E-19 0.8828 1.047E-19

MODAL 4.000000 7.904197 0.8685 1.592E-17 9.266E-07 0.8685 0.8828 9.266E-07

MODAL 5.000000 5.811302 4.637E-19 4.589E-05 0.0000 0.8685 0.8828 9.266E-07

MODAL 6.000000 5.433861 2.865E-18 1.693E-04 2.155E-20 0.8685 0.8830 9.266E-07

MODAL 7.000000 3.503198 1.375E-18 0.0551 9.724E-19 0.8685 0.9381 9.266E-07

MODAL 8.000000 3.326503 2.549E-18 0.0151 5.102E-18 0.8685 0.9532 9.266E-07

MODAL 9.000000 2.682452 0.0935 6.011E-20 6.570E-06 0.9620 0.9532 7.497E-06

MODAL 10.000000 2.621227 8.548E-19 4.662E-04 1.169E-15 0.9620 0.9536 7.497E-06

MODAL 11.000000 2.065443 3.704E-18 4.342E-07 1.225E-17 0.9620 0.9536 7.497E-06

MODAL 12.000000 2.018185 7.799E-20 3.421E-07 4.368E-19 0.9620 0.9536 7.497E-06

6.3. Base reactions

Table 17: Base ReactionsTable 17: Base Reactions

OutputCase GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ

Tonf Tonf Tonf Tonf-m Tonf-m Tonf-m

DEAD -7.065 0.000 1188.556 0.000 -11204.327 0.000

7. 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 2.902117 0.000000 -1.274281 0.000000 0.488274 0.000000

2 DEAD 2.893187 0.000000 -2.214930 0.000000 -0.111102 0.000000

3 DEAD 2.888707 0.000000 -2.220467 0.000000 0.140544 0.000000

4 DEAD 2.879426 0.000000 -1.864153 0.000000 -0.390745 0.000000

5 DEAD 2.877294 0.000000 -0.610104 0.000000 -0.413123 0.000000

A DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

B DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

C DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

D DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

E DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

F DEAD 1.079803 0.000000 -0.455635 0.000000 0.773588 0.000000

G DEAD 1.081239 0.000000 -0.802053 0.000000 -0.281905 0.000000

H DEAD 1.081566 0.000000 -0.795569 0.000000 0.310276 0.000000

I DEAD 1.083979 0.000000 -0.682761 0.000000 -0.299930 0.000000

J DEAD 1.084351 0.000000 -0.215138 0.000000 -0.070098 0.000000

K DEAD 2.036047 0.000000 -0.810407 0.000000 0.691443 0.000000

L DEAD 2.033708 0.000000 -1.418005 0.000000 -0.227772 0.000000

M DEAD 2.033088 0.000000 -1.412806 0.000000 0.266710 0.000000

N DEAD 2.032898 0.000000 -1.201993 0.000000 -0.355472 0.000000

O DEAD 2.032998 0.000000 -0.385460 0.000000 -0.196246 0.000000

P DEAD 2.618705 0.000000 -1.068056 0.000000 0.688379 0.000000

Q DEAD 2.617183 0.000000 -1.862053 0.000000 -0.223350 0.000000

R DEAD 2.616515 0.000000 -1.859779 0.000000 0.254060 0.000000

S DEAD 2.616472 0.000000 -1.573986 0.000000 -0.415400 0.000000

T DEAD 2.616472 0.000000 -0.509225 0.000000 -0.287125 0.000000

U DEAD 2.917928 0.000000 -1.226927 0.000000 0.792390 0.000000

V DEAD 2.914754 0.000000 -2.135272 0.000000 -0.281092 0.000000

W DEAD 2.913688 0.000000 -2.135771 0.000000 0.289069 0.000000

X DEAD 2.912364 0.000000 -1.801546 0.000000 -0.491903 0.000000

Y DEAD 2.912250 0.000000 -0.584924 0.000000 -0.340054 0.000000

Table 19: Joint ReactionsTable 19: Joint Reactions

Joint OutputCase F1 F2 F3 M1 M2 M3

Tonf Tonf Tonf Tonf-m Tonf-m Tonf-m

A DEAD 0.726 0.000 183.572 0.000 -0.168 0.000

B DEAD -2.556 0.000 322.913 0.000 -4.521 0.000

C DEAD -0.716 0.000 320.305 0.000 -2.083 0.000

D DEAD -2.616 0.000 274.930 0.000 -4.604 0.000

E DEAD -1.903 0.000 86.836 0.000 -3.658 0.000

8. 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 Tonf Tonf Tonf

1 0.000 DEAD -183.572 -0.726 0.000

1 2.000 DEAD -183.272 -0.726 0.000

1 4.000 DEAD -182.972 -0.726 0.000

2 0.000 DEAD -143.002 -3.067 0.000

2 2.000 DEAD -142.701 -3.067 0.000

2 4.000 DEAD -142.401 -3.067 0.000

3 0.000 DEAD -103.935 -3.382 0.000

3 2.000 DEAD -103.635 -3.382 0.000

3 4.000 DEAD -103.335 -3.382 0.000

4 0.000 DEAD -64.203 -4.137 0.000

4 2.000 DEAD -63.903 -4.137 0.000

4 4.000 DEAD -63.603 -4.137 0.000

5 0.000 DEAD -19.348 -4.004 0.000

5 2.000 DEAD -19.047 -4.004 0.000

5 4.000 DEAD -18.747 -4.004 0.000

16 0.000 DEAD -322.913 2.556 0.000

16 2.000 DEAD -322.613 2.556 0.000

16 4.000 DEAD -322.312 2.556 0.000

17 0.000 DEAD -248.057 3.064 0.000

17 2.000 DEAD -247.757 3.064 0.000

17 4.000 DEAD -247.456 3.064 0.000

18 0.000 DEAD -178.911 2.308 0.000

18 2.000 DEAD -178.611 2.308 0.000

18 4.000 DEAD -178.311 2.308 0.000

19 0.000 DEAD -110.198 2.030 0.000

19 2.000 DEAD -109.898 2.030 0.000

19 4.000 DEAD -109.598 2.030 0.000

20 0.000 DEAD -32.342 1.185 0.000

20 2.000 DEAD -32.041 1.185 0.000

20 4.000 DEAD -31.741 1.185 0.000

21 0.000 DEAD -320.305 0.716 0.000

21 2.000 DEAD -320.005 0.716 0.000

21 4.000 DEAD -319.704 0.716 0.000

22 0.000 DEAD -248.574 -0.315 0.000

22 2.000 DEAD -248.274 -0.315 0.000

22 4.000 DEAD -247.974 -0.315 0.000

23 0.000 DEAD -180.088 -0.712 0.000

23 2.000 DEAD -179.788 -0.712 0.000

23 4.000 DEAD -179.487 -0.712 0.000

24 0.000 DEAD -111.314 -1.226 0.000

24 2.000 DEAD -111.013 -1.226 0.000

24 4.000 DEAD -110.713 -1.226 0.000

25 0.000 DEAD -34.368 -1.374 0.000

25 2.000 DEAD -34.067 -1.374 0.000

25 4.000 DEAD -33.767 -1.374 0.000

26 0.000 DEAD -274.930 2.616 0.000

26 2.000 DEAD -274.630 2.616 0.000

26 4.000 DEAD -274.329 2.616 0.000

27 0.000 DEAD -209.153 3.511 0.000

27 2.000 DEAD -208.852 3.511 0.000

27 4.000 DEAD -208.552 3.511 0.000

28 0.000 DEAD -149.928 3.302 0.000

28 2.000 DEAD -149.628 3.302 0.000



28 4.000 DEAD -149.328 3.302 0.000

29 0.000 DEAD -91.833 3.279 0.000

29 2.000 DEAD -91.532 3.279 0.000

29 4.000 DEAD -91.232 3.279 0.000

30 0.000 DEAD -25.483 2.692 0.000

30 2.000 DEAD -25.183 2.692 0.000

30 4.000 DEAD -24.882 2.692 0.000

31 0.000 DEAD -86.836 1.903 0.000

31 2.000 DEAD -86.536 1.903 0.000

31 4.000 DEAD -86.235 1.903 0.000

32 0.000 DEAD -68.810 2.302 0.000

32 2.000 DEAD -68.509 2.302 0.000

32 4.000 DEAD -68.209 2.302 0.000

33 0.000 DEAD -50.083 2.409 0.000

33 2.000 DEAD -49.783 2.409 0.000

33 4.000 DEAD -49.482 2.409 0.000

34 0.000 DEAD -30.749 2.409 0.000

34 2.000 DEAD -30.449 2.409 0.000

34 4.000 DEAD -30.148 2.409 0.000

35 0.000 DEAD -10.429 2.286 0.000

35 2.000 DEAD -10.128 2.286 0.000

35 4.000 DEAD -9.828 2.286 0.000

36 0.000 DEAD 0.771 -29.414 0.000

36 0.500 DEAD 0.771 -23.825 0.000

36 1.000 DEAD 0.771 -18.236 0.000

36 1.500 DEAD 0.771 -12.646 0.000

36 2.000 DEAD 0.771 -7.057 0.000

36 2.500 DEAD 0.771 -1.468 0.000

36 3.000 DEAD 0.771 4.121 0.000

36 3.500 DEAD 0.771 9.710 0.000

36 4.000 DEAD 0.771 15.299 0.000

36 4.500 DEAD 0.771 20.889 0.000

36 5.000 DEAD 0.771 26.478 0.000

36 5.500 DEAD 0.771 32.067 0.000

36 6.000 DEAD 0.771 37.656 0.000

37 0.000 DEAD 0.263 -19.876 0.000

37 0.500 DEAD 0.263 -14.717 0.000

37 1.000 DEAD 0.263 -9.558 0.000

37 1.500 DEAD 0.263 -4.399 0.000

37 2.000 DEAD 0.263 0.761 0.000

37 2.500 DEAD 0.263 5.920 0.000

37 3.000 DEAD 0.263 11.079 0.000

37 3.500 DEAD 0.263 16.238 0.000

37 4.000 DEAD 0.263 21.397 0.000

38 0.000 DEAD 1.294 -33.010 0.000

38 0.500 DEAD 1.294 -27.421 0.000

38 1.000 DEAD 1.294 -21.831 0.000

38 1.500 DEAD 1.294 -16.242 0.000

38 2.000 DEAD 1.294 -10.653 0.000

38 2.500 DEAD 1.294 -5.064 0.000

38 3.000 DEAD 1.294 0.525 0.000

38 3.500 DEAD 1.294 6.114 0.000

38 4.000 DEAD 1.294 11.704 0.000

38 4.500 DEAD 1.294 17.293 0.000

38 5.000 DEAD 1.294 22.882 0.000

38 5.500 DEAD 1.294 28.471 0.000

38 6.000 DEAD 1.294 34.060 0.000



39 0.000 DEAD 0.399 -15.957 0.000

39 0.500 DEAD 0.399 -11.442 0.000

39 1.000 DEAD 0.399 -6.927 0.000

39 1.500 DEAD 0.399 -2.412 0.000

39 2.000 DEAD 0.399 2.103 0.000

39 2.500 DEAD 0.399 6.619 0.000

39 3.000 DEAD 0.399 11.134 0.000

40 0.000 DEAD -1.254 -28.725 0.000

40 0.500 DEAD -1.254 -23.460 0.000

40 1.000 DEAD -1.254 -18.196 0.000

40 1.500 DEAD -1.254 -12.932 0.000

40 2.000 DEAD -1.254 -7.668 0.000

40 2.500 DEAD -1.254 -2.404 0.000

40 3.000 DEAD -1.254 2.861 0.000

40 3.500 DEAD -1.254 8.125 0.000

40 4.000 DEAD -1.254 13.389 0.000

40 4.500 DEAD -1.254 18.653 0.000

40 5.000 DEAD -1.254 23.917 0.000

40 5.500 DEAD -1.254 29.181 0.000

40 6.000 DEAD -1.254 34.446 0.000

41 0.000 DEAD -0.499 -18.451 0.000

41 0.500 DEAD -0.499 -13.589 0.000

41 1.000 DEAD -0.499 -8.726 0.000

41 1.500 DEAD -0.499 -3.863 0.000

41 2.000 DEAD -0.499 0.999 0.000

41 2.500 DEAD -0.499 5.862 0.000

41 3.000 DEAD -0.499 10.725 0.000

41 3.500 DEAD -0.499 15.587 0.000

41 4.000 DEAD -0.499 20.450 0.000

42 0.000 DEAD -0.102 -31.788 0.000

42 0.500 DEAD -0.102 -26.523 0.000

42 1.000 DEAD -0.102 -21.259 0.000

42 1.500 DEAD -0.102 -15.995 0.000

42 2.000 DEAD -0.102 -10.731 0.000

42 2.500 DEAD -0.102 -5.467 0.000

42 3.000 DEAD -0.102 -0.203 0.000

42 3.500 DEAD -0.102 5.062 0.000

42 4.000 DEAD -0.102 10.326 0.000

42 4.500 DEAD -0.102 15.590 0.000

42 5.000 DEAD -0.102 20.854 0.000

42 5.500 DEAD -0.102 26.118 0.000

42 6.000 DEAD -0.102 31.382 0.000

43 0.000 DEAD 0.107 -13.091 0.000

43 0.500 DEAD 0.107 -8.829 0.000

43 1.000 DEAD 0.107 -4.567 0.000

43 1.500 DEAD 0.107 -0.305 0.000

43 2.000 DEAD 0.107 3.958 0.000

43 2.500 DEAD 0.107 8.220 0.000

43 3.000 DEAD 0.107 12.482 0.000

44 0.000 DEAD -0.816 -29.390 0.000

44 0.500 DEAD -0.816 -24.126 0.000

44 1.000 DEAD -0.816 -18.862 0.000

44 1.500 DEAD -0.816 -13.598 0.000

44 2.000 DEAD -0.816 -8.334 0.000

44 2.500 DEAD -0.816 -3.069 0.000

44 3.000 DEAD -0.816 2.195 0.000

44 3.500 DEAD -0.816 7.459 0.000



44 4.000 DEAD -0.816 12.723 0.000

44 4.500 DEAD -0.816 17.987 0.000

44 5.000 DEAD -0.816 23.251 0.000

44 5.500 DEAD -0.816 28.516 0.000

44 6.000 DEAD -0.816 33.780 0.000

45 0.000 DEAD -0.537 -18.685 0.000

45 0.500 DEAD -0.537 -13.822 0.000

45 1.000 DEAD -0.537 -8.959 0.000

45 1.500 DEAD -0.537 -4.097 0.000

45 2.000 DEAD -0.537 0.766 0.000

45 2.500 DEAD -0.537 5.629 0.000

45 3.000 DEAD -0.537 10.491 0.000

45 3.500 DEAD -0.537 15.354 0.000

45 4.000 DEAD -0.537 20.217 0.000

46 0.000 DEAD -0.023 -32.309 0.000

46 0.500 DEAD -0.023 -27.045 0.000

46 1.000 DEAD -0.023 -21.780 0.000

46 1.500 DEAD -0.023 -16.516 0.000

46 2.000 DEAD -0.023 -11.252 0.000

46 2.500 DEAD -0.023 -5.988 0.000

46 3.000 DEAD -0.023 -0.724 0.000

46 3.500 DEAD -0.023 4.540 0.000

46 4.000 DEAD -0.023 9.805 0.000

46 4.500 DEAD -0.023 15.069 0.000

46 5.000 DEAD -0.023 20.333 0.000

46 5.500 DEAD -0.023 25.597 0.000

46 6.000 DEAD -0.023 30.861 0.000

47 0.000 DEAD -1.223E-04 -12.484 0.000

47 0.500 DEAD -1.223E-04 -8.222 0.000

47 1.000 DEAD -1.223E-04 -3.959 0.000

47 1.500 DEAD -1.223E-04 0.303 0.000

47 2.000 DEAD -1.223E-04 4.565 0.000

47 2.500 DEAD -1.223E-04 8.827 0.000

47 3.000 DEAD -1.223E-04 13.089 0.000

48 0.000 DEAD -1.702 -33.699 0.000

48 0.500 DEAD -1.702 -27.702 0.000

48 1.000 DEAD -1.702 -21.705 0.000

48 1.500 DEAD -1.702 -15.707 0.000

48 2.000 DEAD -1.702 -9.710 0.000

48 2.500 DEAD -1.702 -3.713 0.000

48 3.000 DEAD -1.702 2.284 0.000

48 3.500 DEAD -1.702 8.281 0.000

48 4.000 DEAD -1.702 14.278 0.000

48 4.500 DEAD -1.702 20.276 0.000

48 5.000 DEAD -1.702 26.273 0.000

48 5.500 DEAD -1.702 32.270 0.000

48 6.000 DEAD -1.702 38.267 0.000

49 0.000 DEAD -0.858 -21.939 0.000

49 0.500 DEAD -0.858 -16.408 0.000

49 1.000 DEAD -0.858 -10.876 0.000

49 1.500 DEAD -0.858 -5.345 0.000

49 2.000 DEAD -0.858 0.186 0.000

49 2.500 DEAD -0.858 5.717 0.000

49 3.000 DEAD -0.858 11.248 0.000

49 3.500 DEAD -0.858 16.779 0.000

49 4.000 DEAD -0.858 22.311 0.000

50 0.000 DEAD -0.710 -36.985 0.000



50 0.500 DEAD -0.710 -30.987 0.000

50 1.000 DEAD -0.710 -24.990 0.000

50 1.500 DEAD -0.710 -18.993 0.000

50 2.000 DEAD -0.710 -12.996 0.000

50 2.500 DEAD -0.710 -6.999 0.000

50 3.000 DEAD -0.710 -1.001 0.000

50 3.500 DEAD -0.710 4.996 0.000

50 4.000 DEAD -0.710 10.993 0.000

50 4.500 DEAD -0.710 16.990 0.000

50 5.000 DEAD -0.710 22.987 0.000

50 5.500 DEAD -0.710 28.984 0.000

50 6.000 DEAD -0.710 34.982 0.000

51 0.000 DEAD -0.122 -15.363 0.000

51 0.500 DEAD -0.122 -10.530 0.000

51 1.000 DEAD -0.122 -5.697 0.000

51 1.500 DEAD -0.122 -0.864 0.000

51 2.000 DEAD -0.122 3.969 0.000

51 2.500 DEAD -0.122 8.802 0.000

51 3.000 DEAD -0.122 13.636 0.000

52 0.000 DEAD -4.789 -15.462 0.000

52 0.500 DEAD -4.789 -12.769 0.000

52 1.000 DEAD -4.789 -10.076 0.000

52 1.500 DEAD -4.789 -7.383 0.000

52 2.000 DEAD -4.789 -4.689 0.000

52 2.500 DEAD -4.789 -1.996 0.000

52 3.000 DEAD -4.789 0.697 0.000

52 3.500 DEAD -4.789 3.390 0.000

52 4.000 DEAD -4.789 6.083 0.000

52 4.500 DEAD -4.789 8.776 0.000

52 5.000 DEAD -4.789 11.470 0.000

52 5.500 DEAD -4.789 14.163 0.000

52 6.000 DEAD -4.789 16.856 0.000

53 0.000 DEAD -3.604 -9.265 0.000

53 0.500 DEAD -3.604 -6.788 0.000

53 1.000 DEAD -3.604 -4.312 0.000

53 1.500 DEAD -3.604 -1.835 0.000

53 2.000 DEAD -3.604 0.642 0.000

53 2.500 DEAD -3.604 3.118 0.000

53 3.000 DEAD -3.604 5.595 0.000

53 3.500 DEAD -3.604 8.072 0.000

53 4.000 DEAD -3.604 10.548 0.000

54 0.000 DEAD -4.978 -17.599 0.000

54 0.500 DEAD -4.978 -14.906 0.000

54 1.000 DEAD -4.978 -12.212 0.000

54 1.500 DEAD -4.978 -9.519 0.000

54 2.000 DEAD -4.978 -6.826 0.000

54 2.500 DEAD -4.978 -4.133 0.000

54 3.000 DEAD -4.978 -1.440 0.000

54 3.500 DEAD -4.978 1.253 0.000

54 4.000 DEAD -4.978 3.947 0.000

54 4.500 DEAD -4.978 6.640 0.000

54 5.000 DEAD -4.978 9.333 0.000

54 5.500 DEAD -4.978 12.026 0.000

54 6.000 DEAD -4.978 14.719 0.000

55 0.000 DEAD -2.286 -5.127 0.000

55 0.500 DEAD -2.286 -2.974 0.000

55 1.000 DEAD -2.286 -0.822 0.000



55 1.500 DEAD -2.286 1.331 0.000

55 2.000 DEAD -2.286 3.484 0.000

55 2.500 DEAD -2.286 5.636 0.000

55 3.000 DEAD -2.286 7.789 0.000

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

Frame Station OutputCase T M2 M3

m Tonf-m Tonf-m Tonf-m

1 0.000 DEAD 0.000 0.000 0.168

1 2.000 DEAD 0.000 0.000 1.621

1 4.000 DEAD 0.000 0.000 3.073

2 0.000 DEAD 0.000 0.000 -6.306

2 2.000 DEAD 0.000 0.000 -0.172

2 4.000 DEAD 0.000 0.000 5.962

3 0.000 DEAD 0.000 0.000 -6.771

3 2.000 DEAD 0.000 0.000 -6.419E-03

3 4.000 DEAD 0.000 0.000 6.759

4 0.000 DEAD 0.000 0.000 -8.055

4 2.000 DEAD 0.000 0.000 0.218

4 4.000 DEAD 0.000 0.000 8.491

5 0.000 DEAD 0.000 0.000 -8.646

5 2.000 DEAD 0.000 0.000 -0.637

5 4.000 DEAD 0.000 0.000 7.371

16 0.000 DEAD 0.000 0.000 4.521

16 2.000 DEAD 0.000 0.000 -0.591

16 4.000 DEAD 0.000 0.000 -5.703

17 0.000 DEAD 0.000 0.000 6.241

17 2.000 DEAD 0.000 0.000 0.113

17 4.000 DEAD 0.000 0.000 -6.014

18 0.000 DEAD 0.000 0.000 4.626

18 2.000 DEAD 0.000 0.000 9.264E-03

18 4.000 DEAD 0.000 0.000 -4.608

19 0.000 DEAD 0.000 0.000 3.939

19 2.000 DEAD 0.000 0.000 -0.121

19 4.000 DEAD 0.000 0.000 -4.181

20 0.000 DEAD 0.000 0.000 2.727

20 2.000 DEAD 0.000 0.000 0.356

20 4.000 DEAD 0.000 0.000 -2.014

21 0.000 DEAD 0.000 0.000 2.083

21 2.000 DEAD 0.000 0.000 0.650

21 4.000 DEAD 0.000 0.000 -0.783

22 0.000 DEAD 0.000 0.000 -0.720

22 2.000 DEAD 0.000 0.000 -0.091

22 4.000 DEAD 0.000 0.000 0.538

23 0.000 DEAD 0.000 0.000 -1.450

23 2.000 DEAD 0.000 0.000 -0.027

23 4.000 DEAD 0.000 0.000 1.397

24 0.000 DEAD 0.000 0.000 -2.379

24 2.000 DEAD 0.000 0.000 0.073

24 4.000 DEAD 0.000 0.000 2.525

25 0.000 DEAD 0.000 0.000 -3.059

25 2.000 DEAD 0.000 0.000 -0.311

25 4.000 DEAD 0.000 0.000 2.437

26 0.000 DEAD 0.000 0.000 4.604



26 2.000 DEAD 0.000 0.000 -0.628

26 4.000 DEAD 0.000 0.000 -5.861

27 0.000 DEAD 0.000 0.000 6.906

27 2.000 DEAD 0.000 0.000 -0.116

27 4.000 DEAD 0.000 0.000 -7.138

28 0.000 DEAD 0.000 0.000 6.479

28 2.000 DEAD 0.000 0.000 -0.126

28 4.000 DEAD 0.000 0.000 -6.730

29 0.000 DEAD 0.000 0.000 6.398

29 2.000 DEAD 0.000 0.000 -0.160

29 4.000 DEAD 0.000 0.000 -6.719

30 0.000 DEAD 0.000 0.000 5.595

30 2.000 DEAD 0.000 0.000 0.212

30 4.000 DEAD 0.000 0.000 -5.171

31 0.000 DEAD 0.000 0.000 3.658

31 2.000 DEAD 0.000 0.000 -0.147

31 4.000 DEAD 0.000 0.000 -3.952

32 0.000 DEAD 0.000 0.000 4.339

32 2.000 DEAD 0.000 0.000 -0.264

32 4.000 DEAD 0.000 0.000 -4.868

33 0.000 DEAD 0.000 0.000 4.627

33 2.000 DEAD 0.000 0.000 -0.190

33 4.000 DEAD 0.000 0.000 -5.008

34 0.000 DEAD 0.000 0.000 4.706

34 2.000 DEAD 0.000 0.000 -0.111

34 4.000 DEAD 0.000 0.000 -4.928

35 0.000 DEAD 0.000 0.000 4.419

35 2.000 DEAD 0.000 0.000 -0.153

35 4.000 DEAD 0.000 0.000 -4.725

36 0.000 DEAD 0.000 0.000 -9.379

36 0.500 DEAD 0.000 0.000 3.931

36 1.000 DEAD 0.000 0.000 14.446

36 1.500 DEAD 0.000 0.000 22.167

36 2.000 DEAD 0.000 0.000 27.093

36 2.500 DEAD 0.000 0.000 29.224

36 3.000 DEAD 0.000 0.000 28.561

36 3.500 DEAD 0.000 0.000 25.103

36 4.000 DEAD 0.000 0.000 18.851

36 4.500 DEAD 0.000 0.000 9.804

36 5.000 DEAD 0.000 0.000 -2.038

36 5.500 DEAD 0.000 0.000 -16.674

36 6.000 DEAD 0.000 0.000 -34.105

37 0.000 DEAD 0.000 0.000 -22.162

37 0.500 DEAD 0.000 0.000 -13.513

37 1.000 DEAD 0.000 0.000 -7.445

37 1.500 DEAD 0.000 0.000 -3.955

37 2.000 DEAD 0.000 0.000 -3.046

37 2.500 DEAD 0.000 0.000 -4.716

37 3.000 DEAD 0.000 0.000 -8.966

37 3.500 DEAD 0.000 0.000 -15.795

37 4.000 DEAD 0.000 0.000 -25.204

38 0.000 DEAD 0.000 0.000 -25.141

38 0.500 DEAD 0.000 0.000 -10.034

38 1.000 DEAD 0.000 0.000 2.279

38 1.500 DEAD 0.000 0.000 11.798

38 2.000 DEAD 0.000 0.000 18.522

38 2.500 DEAD 0.000 0.000 22.451



38 3.000 DEAD 0.000 0.000 23.585

38 3.500 DEAD 0.000 0.000 21.926

38 4.000 DEAD 0.000 0.000 17.471

38 4.500 DEAD 0.000 0.000 10.222

38 5.000 DEAD 0.000 0.000 0.178

38 5.500 DEAD 0.000 0.000 -12.660

38 6.000 DEAD 0.000 0.000 -28.293

39 0.000 DEAD 0.000 0.000 -15.526

39 0.500 DEAD 0.000 0.000 -8.676

39 1.000 DEAD 0.000 0.000 -4.084

39 1.500 DEAD 0.000 0.000 -1.750

39 2.000 DEAD 0.000 0.000 -1.672

39 2.500 DEAD 0.000 0.000 -3.853

39 3.000 DEAD 0.000 0.000 -8.291

40 0.000 DEAD 0.000 0.000 -12.733

40 0.500 DEAD 0.000 0.000 0.313

40 1.000 DEAD 0.000 0.000 10.727

40 1.500 DEAD 0.000 0.000 18.509

40 2.000 DEAD 0.000 0.000 23.659

40 2.500 DEAD 0.000 0.000 26.177

40 3.000 DEAD 0.000 0.000 26.063

40 3.500 DEAD 0.000 0.000 23.317

40 4.000 DEAD 0.000 0.000 17.938

40 4.500 DEAD 0.000 0.000 9.928

40 5.000 DEAD 0.000 0.000 -0.715

40 5.500 DEAD 0.000 0.000 -13.989

40 6.000 DEAD 0.000 0.000 -29.896

41 0.000 DEAD 0.000 0.000 -19.256

41 0.500 DEAD 0.000 0.000 -11.246

41 1.000 DEAD 0.000 0.000 -5.667

41 1.500 DEAD 0.000 0.000 -2.520

41 2.000 DEAD 0.000 0.000 -1.804

41 2.500 DEAD 0.000 0.000 -3.519

41 3.000 DEAD 0.000 0.000 -7.666

41 3.500 DEAD 0.000 0.000 -14.244

41 4.000 DEAD 0.000 0.000 -23.253

42 0.000 DEAD 0.000 0.000 -25.241

42 0.500 DEAD 0.000 0.000 -10.663

42 1.000 DEAD 0.000 0.000 1.282

42 1.500 DEAD 0.000 0.000 10.596

42 2.000 DEAD 0.000 0.000 17.278

42 2.500 DEAD 0.000 0.000 21.327

42 3.000 DEAD 0.000 0.000 22.744

42 3.500 DEAD 0.000 0.000 21.529

42 4.000 DEAD 0.000 0.000 17.683

42 4.500 DEAD 0.000 0.000 11.204

42 5.000 DEAD 0.000 0.000 2.093

42 5.500 DEAD 0.000 0.000 -9.650

42 6.000 DEAD 0.000 0.000 -24.026

43 0.000 DEAD 0.000 0.000 -10.408

43 0.500 DEAD 0.000 0.000 -4.928

43 1.000 DEAD 0.000 0.000 -1.579

43 1.500 DEAD 0.000 0.000 -0.361

43 2.000 DEAD 0.000 0.000 -1.275

43 2.500 DEAD 0.000 0.000 -4.319

43 3.000 DEAD 0.000 0.000 -9.494

44 0.000 DEAD 0.000 0.000 -14.814



44 0.500 DEAD 0.000 0.000 -1.435

44 1.000 DEAD 0.000 0.000 9.312

44 1.500 DEAD 0.000 0.000 17.427

44 2.000 DEAD 0.000 0.000 22.910

44 2.500 DEAD 0.000 0.000 25.761

44 3.000 DEAD 0.000 0.000 25.979

44 3.500 DEAD 0.000 0.000 23.566

44 4.000 DEAD 0.000 0.000 18.520

44 4.500 DEAD 0.000 0.000 10.843

44 5.000 DEAD 0.000 0.000 0.533

44 5.500 DEAD 0.000 0.000 -12.409

44 6.000 DEAD 0.000 0.000 -27.983

45 0.000 DEAD 0.000 0.000 -19.436

45 0.500 DEAD 0.000 0.000 -11.310

45 1.000 DEAD 0.000 0.000 -5.614

45 1.500 DEAD 0.000 0.000 -2.350

45 2.000 DEAD 0.000 0.000 -1.518

45 2.500 DEAD 0.000 0.000 -3.116

45 3.000 DEAD 0.000 0.000 -7.146

45 3.500 DEAD 0.000 0.000 -13.608

45 4.000 DEAD 0.000 0.000 -22.501

46 0.000 DEAD 0.000 0.000 -26.276

46 0.500 DEAD 0.000 0.000 -11.438

46 1.000 DEAD 0.000 0.000 0.768

46 1.500 DEAD 0.000 0.000 10.342

46 2.000 DEAD 0.000 0.000 17.285

46 2.500 DEAD 0.000 0.000 21.595

46 3.000 DEAD 0.000 0.000 23.272

46 3.500 DEAD 0.000 0.000 22.318

46 4.000 DEAD 0.000 0.000 18.732

46 4.500 DEAD 0.000 0.000 12.514

46 5.000 DEAD 0.000 0.000 3.663

46 5.500 DEAD 0.000 0.000 -7.819

46 6.000 DEAD 0.000 0.000 -21.934

47 0.000 DEAD 0.000 0.000 -8.806

47 0.500 DEAD 0.000 0.000 -3.629

47 1.000 DEAD 0.000 0.000 -0.584

47 1.500 DEAD 0.000 0.000 0.330

47 2.000 DEAD 0.000 0.000 -0.887

47 2.500 DEAD 0.000 0.000 -4.235

47 3.000 DEAD 0.000 0.000 -9.714

48 0.000 DEAD 0.000 0.000 -17.137

48 0.500 DEAD 0.000 0.000 -1.786

48 1.000 DEAD 0.000 0.000 10.565

48 1.500 DEAD 0.000 0.000 19.918

48 2.000 DEAD 0.000 0.000 26.273

48 2.500 DEAD 0.000 0.000 29.628

48 3.000 DEAD 0.000 0.000 29.986

48 3.500 DEAD 0.000 0.000 27.344

48 4.000 DEAD 0.000 0.000 21.704

48 4.500 DEAD 0.000 0.000 13.066

48 5.000 DEAD 0.000 0.000 1.429

48 5.500 DEAD 0.000 0.000 -13.207

48 6.000 DEAD 0.000 0.000 -30.841

49 0.000 DEAD 0.000 0.000 -23.934

49 0.500 DEAD 0.000 0.000 -14.347

49 1.000 DEAD 0.000 0.000 -7.526



49 1.500 DEAD 0.000 0.000 -3.471

49 2.000 DEAD 0.000 0.000 -2.181

49 2.500 DEAD 0.000 0.000 -3.657

49 3.000 DEAD 0.000 0.000 -7.898

49 3.500 DEAD 0.000 0.000 -14.905

49 4.000 DEAD 0.000 0.000 -24.677

50 0.000 DEAD 0.000 0.000 -30.262

50 0.500 DEAD 0.000 0.000 -13.269

50 1.000 DEAD 0.000 0.000 0.726

50 1.500 DEAD 0.000 0.000 11.722

50 2.000 DEAD 0.000 0.000 19.719

50 2.500 DEAD 0.000 0.000 24.717

50 3.000 DEAD 0.000 0.000 26.717

50 3.500 DEAD 0.000 0.000 25.719

50 4.000 DEAD 0.000 0.000 21.722

50 4.500 DEAD 0.000 0.000 14.726

50 5.000 DEAD 0.000 0.000 4.732

50 5.500 DEAD 0.000 0.000 -8.261

50 6.000 DEAD 0.000 0.000 -24.253

51 0.000 DEAD 0.000 0.000 -11.939

51 0.500 DEAD 0.000 0.000 -5.465

51 1.000 DEAD 0.000 0.000 -1.409

51 1.500 DEAD 0.000 0.000 0.232

51 2.000 DEAD 0.000 0.000 -0.545

51 2.500 DEAD 0.000 0.000 -3.738

51 3.000 DEAD 0.000 0.000 -9.347

52 0.000 DEAD 0.000 0.000 -7.371

52 0.500 DEAD 0.000 0.000 -0.314

52 1.000 DEAD 0.000 0.000 5.398

52 1.500 DEAD 0.000 0.000 9.762

52 2.000 DEAD 0.000 0.000 12.780

52 2.500 DEAD 0.000 0.000 14.452

52 3.000 DEAD 0.000 0.000 14.776

52 3.500 DEAD 0.000 0.000 13.755

52 4.000 DEAD 0.000 0.000 11.386

52 4.500 DEAD 0.000 0.000 7.671

52 5.000 DEAD 0.000 0.000 2.610

52 5.500 DEAD 0.000 0.000 -3.798

52 6.000 DEAD 0.000 0.000 -11.553

53 0.000 DEAD 0.000 0.000 -9.539

53 0.500 DEAD 0.000 0.000 -5.525

53 1.000 DEAD 0.000 0.000 -2.750

53 1.500 DEAD 0.000 0.000 -1.214

53 2.000 DEAD 0.000 0.000 -0.915

53 2.500 DEAD 0.000 0.000 -1.855

53 3.000 DEAD 0.000 0.000 -4.034

53 3.500 DEAD 0.000 0.000 -7.450

53 4.000 DEAD 0.000 0.000 -12.105

54 0.000 DEAD 0.000 0.000 -14.542

54 0.500 DEAD 0.000 0.000 -6.416

54 1.000 DEAD 0.000 0.000 0.364

54 1.500 DEAD 0.000 0.000 5.797

54 2.000 DEAD 0.000 0.000 9.883

54 2.500 DEAD 0.000 0.000 12.623

54 3.000 DEAD 0.000 0.000 14.016

54 3.500 DEAD 0.000 0.000 14.062

54 4.000 DEAD 0.000 0.000 12.762



54 4.500 DEAD 0.000 0.000 10.116

54 5.000 DEAD 0.000 0.000 6.122

54 5.500 DEAD 0.000 0.000 0.783

54 6.000 DEAD 0.000 0.000 -5.904

55 0.000 DEAD 0.000 0.000 -0.732

55 0.500 DEAD 0.000 0.000 1.293

55 1.000 DEAD 0.000 0.000 2.242

55 1.500 DEAD 0.000 0.000 2.115

55 2.000 DEAD 0.000 0.000 0.911

55 2.500 DEAD 0.000 0.000 -1.369

55 3.000 DEAD 0.000 0.000 -4.725

9. 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 Tonf

KOLOM Frame 25 100.000 15.017

BALOK Frame 20 95.000 28.533

10. 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.

10.1. Steel design

Table 22: Preferences - Steel Design - AISC 360-10, Part 1 of 4Table 22: Preferences - Steel Design - AISC 360-10, Part 1 of 4

THDesign FrameType PatLLF SRatioLimit MaxIter SDC SeisCode SeisLoad ImpFactor

Envelopes SMF 0.750000 0.950000 1 D Yes Yes 1.000000


SystemRho SystemSds SystemR SystemCd Omega0 Provision AMethod SOMethod SRMethod

1.000000 0.500000 8.000000 5.500000 3.000000 LRFD Direct Analysis General 2ndOrder

Tau-b Fixed




NLCoeff PhiB PhiC PhiTY PhiTF PhiV PhiVRolledI PhiVT PlugWeld

0.002000 0.900000 0.900000 0.900000 0.750000 0.900000 1.000000 0.900000 Yes


HSSWelding HSSReduceT CheckDefl DLRat SDLAndLLRat LLRat TotalRat NetRat

ERW No No 120.000000 120.000000 360.000000 240.000000 240.000000

10.2. Aluminum design

Table 23: Preferences - Aluminum Design - AA-ASD 2000Table 23: Preferences - Aluminum Design - AA-ASD 2000

FrameType SRatioLimit LatFact UseLatFact

Moment Frame 1.000000 1.333333 No

10.3. Cold formed design

Table 24: Preferences - Cold Formed Design - AISI-ASD96Table 24: 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


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