Calculo Racks Eaton

License 2132DEAMX

NAME: MEMORIA DE CALCULO

RACKS DE 3 NIVELES Y COMPRESION

SAP2000 Analysis Report

Prepared by

DEASA

BY CUSTOMER: ENG. CARRILLO BY SUPPLIER: ENG. RODRIGUEZ

Model Name: RACKS EATON 1.SDB

21 octubre 2014

DEASA INGENIERIA GARANTIZADA

RACKCS EATON 1.SDB SAP2000 v14.0.0 - License # Contents 21 octubre 2014

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Contents 1. Model geometry ............................................................................................................................................................... 4 1.1. Joint coordinates .................................................................................................................................................. 4 1.2. Joint restraints ...................................................................................................................................................... 5 1.3. Element connectivity ............................................................................................................................................ 5 2. Material properties ........................................................................................................................................................... 6 3. Section properties............................................................................................................................................................ 7 3.1. Frames ................................................................................................................................................................. 7 4. Load patterns ................................................................................................................................................................... 8 4.1. Definitions ............................................................................................................................................................. 8 5. Load cases ...................................................................................................................................................................... 8 5.1. Definitions ............................................................................................................................................................. 9 5.2. Static case load assignments ............................................................................................................................... 9 5.3. Response spectrum case load assignments ........................................................................................................ 9 6. Load combinations .......................................................................................................................................................... 9 7. Structure results ............................................................................................................................................................ 10 7.1. Mass summary ................................................................................................................................................... 10 7.2. Modal results ...................................................................................................................................................... 11 7.3. Base reactions .................................................................................................................................................... 11 8. Joint results ................................................................................................................................................................... 11 9. Frame results ................................................................................................................................................................. 12 10. Material take-off ........................................................................................................................................................... 16 11. Design preferences ..................................................................................................................................................... 17 11.1. Steel design ...................................................................................................................................................... 17

List of Figures Figure 1: Finite element model ............................................................................................................................................ 4 Figure 2: Deformed shape ................................................................................................................................................. 10

List of Tables Table 1: Joint Coordinates .................................................................................................................................................. 4 Table 2: Joint Restraint Assignments .................................................................................................................................. 5 Table 3: Connectivity - Frame ............................................................................................................................................. 5 Table 4: Frame Section Assignments ................................................................................................................................. 6 Table 5: Material Properties 02 - Basic Mechanical Properties .......................................................................................... 6 Table 6: Material Properties 03a - Steel Data ..................................................................................................................... 7 Table 7: Material Properties 03b - Concrete Data ............................................................................................................... 7 Table 8: Frame Section Properties 01 - General, Part 1 of 4 .............................................................................................. 7 Table 8: Frame Section Properties 01 - General, Part 2 of 4 .............................................................................................. 7 Table 8: Frame Section Properties 01 - General, Part 3 of 4 .............................................................................................. 8 Table 8: Frame Section Properties 01 - General, Part 4 of 4 .............................................................................................. 8 Table 9: Load Pattern Definitions ........................................................................................................................................ 8 Table 10: Load Case Definitions ......................................................................................................................................... 9 Table 11: Case - Static 1 - Load Assignments .................................................................................................................... 9 Table 12: Function - Response Spectrum - User ................................................................................................................ 9 Table 13: Combination Definitions ...................................................................................................................................... 9 Table 14: Assembled Joint Masses ................................................................................................................................... 10 Table 15: Modal Participating Mass Ratios ....................................................................................................................... 11 Table 16: Base Reactions ................................................................................................................................................. 11

RACKCS EATON 1.SDB SAP2000 v14.0.0 - License # List of Tables 21 octubre 2014

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Table 17: Joint Displacements .......................................................................................................................................... 12 Table 18: Joint Reactions .................................................................................................................................................. 12 Table 19: Element Forces - Frames, Part 1 of 2 ............................................................................................................... 12 Table 19: Element Forces - Frames, Part 2 of 2 ............................................................................................................... 14 Table 20: Material List 2 - By Section Property ................................................................................................................. 17 Table 21: Preferences - Steel Design - AISC-LRFD93, Part 1 of 2 .................................................................................. 17 Table 21: Preferences - Steel Design - AISC-LRFD93, Part 2 of 2 .................................................................................. 17 Table 22: End Results, Part 1 of 1 ...................................................................................................................................... 17

RACKCS EATON 1.SDB SAP2000 v14.0.0 - License # 1. Model geometry 21 octubre 2014

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1. Model geometry This 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 Coordinates


Joint CoordSys CoordType GlobalX GlobalY GlobalZ

in in in

17 GLOBAL Cartesian 2.600 0.910 0.700




RACKCS EATON 1.SDB SAP2000 v14.0.0 - License # 1. Model geometry 21 octubre 2014

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Joint CoordSys CoordType GlobalX GlobalY GlobalZ

in in in













1.2. Joint restraints

Table 2: Joint Restraint Assignments

Table 2: Joint Restraint Assignments

Joint U1 U2 U3 R1 R2 R3

45 Yes Yes Yes Yes Yes Yes




1.3. Element connectivity

Table 3: Connectivity - Frame


Frame JointI JointJ Length

in

18 17 18 2.600

19 19 20 2.600

21 21 22 2.600

23 23 24 2.600

25 25 26 2.600

27 27 28 2.600

45 45 24 2.100

46 24 22 0.910

47 22 46 2.100

48 26 20 0.910

49 28 17 0.910

50 24 20 1.148

51 20 28 1.148

52 28 46 1.148

53 47 23 2.100

RACKCS EATON 1.SDB SAP2000 v14.0.0 - License # 2. Material properties 21 octubre 2014

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Frame JointI JointJ Length

in

54 23 21 0.910

55 21 48 2.100

56 25 19 0.910

57 27 18 0.910

58 23 19 1.148

59 19 27 1.148

60 27 48 1.148

Table 4: Frame Section Assignments

Table 4: Frame Section Assignments

Frame AnalSect DesignSect MatProp

18 C4X5.4 C4X5.4 Default







46 L2X2X1/8 L2X2X1/8 Default















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

Table 5: Material Properties 02 - Basic Mechanical Properties

Table 5: Material Properties 02 - Basic Mechanical Properties

Material UnitWeight UnitMass E1 G12 U12 A1

Kip/in3 Kip-s2/in4 Kip/in2 Kip/in2 1/F

4000Psi 2.4028E+03 2.4501E+02 2.5E+09 1.1E+09 0.200000 9.9000E-06

A36 7.8490E+03 8.0038E+02 2.0E+10 7.8E+09 0.300000 1.1700E-05

A992Fy50 7.8490E+03 8.0038E+02 2.0E+10 7.8E+09 0.300000 1.1700E-05

A992Fy50-1 7.8490E+03 8.0038E+02 2.0E+10 7.8E+09 0.300000 1.1700E-05

RACKCS EATON 1.SDB SAP2000 v14.0.0 - License # 3. Section properties 21 octubre 2014

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Table 6: Material Properties 03a - Steel Data

Table 6: Material Properties 03a - Steel Data

Material Fy Fu FinalSlope

Kip/in2 Kip/in2

A36 25310507 40778038 -0.100000

A992Fy50 35153481 45699526 -0.100000

A992Fy50-1 35153481 45699526 -0.100000

Table 7: Material Properties 03b - Concrete Data

Table 7: Material Properties 03b - Concrete Data

Material Fc FinalSlope

Kip/in2

4000Psi 2812278.5 -0.100000

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

3.1. Frames

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


SectionName Material Shape t3 t2 tf tw t2b tfb

in in in in in in

C4X5.4 A36 Channel 0.0762 0.0358 0.0069 0.0043

C4X5.4 A36 Channel 0.0762 0.0380 0.0069 0.0066

C4X5.4 A36 Channel 0.0762 0.0405 0.0069 0.0090

C4X5.4 A36 Channel 0.1016 0.0402 0.0075 0.0047

C4X5.4 A36 Channel 0.1016 0.0437 0.0075 0.0082

L2X2X1/8 A36 Angle 0.0508 0.0508 0.0032 0.0032



SectionName Area TorsConst I33 I22 AS2 AS3

in2 in4 in4 in4 in2 in2

C4X5.4 7.8E-04 1.2E-08 6.9E-07 8.2E-08 3.3E-04 5.0E-04

C4X5.4 9.5E-04 1.7E-08 7.7E-07 1.0E-07 5.0E-04 5.3E-04

C4X5.4 1.1E-03 2.9E-08 8.6E-07 1.3E-07 6.9E-04 5.6E-04

C4X5.4 1.0E-03 1.7E-08 1.6E-06 1.3E-07 4.8E-04 6.1E-04

C4X5.4 1.4E-03 3.3E-08 1.9E-06 1.8E-07 8.3E-04 6.6E-04

RACKCS EATON 1.SDB SAP2000 v14.0.0 - License # 4. Load patterns 21 octubre 2014

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SectionName Area TorsConst I33 I22 AS2 AS3

in2 in4 in4 in4 in2 in2

L2X2X1/8 3.1E-04 1.2E-09 7.9E-08 7.9E-08 1.6E-04 1.6E-04



SectionName S33 S22 Z33 Z22 R33 R22

in3 in3 in3 in3 in in

C4X5.4 1.8E-05 3.3E-06 2.1E-05 6.6E-06 0.0298 0.0102

C4X5.4 2.0E-05 3.8E-06 2.5E-05 7.6E-06 0.0285 0.0104

C4X5.4 2.3E-05 4.4E-06 2.8E-05 8.9E-06 0.0275 0.0106

C4X5.4 3.2E-05 4.6E-06 3.7E-05 9.3E-06 0.0395 0.0114

C4X5.4 3.8E-05 5.6E-06 4.6E-05 1.1E-05 0.0373 0.0115

L2X2X1/8 2.1E-06 2.1E-06 3.9E-06 3.9E-06 0.0159 0.0159



SectionName AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod

C4X5.4 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

C4X5.4 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

C4X5.4 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

C4X5.4 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

C4X5.4 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

L2X2X1/8 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

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

4.1. Definitions

Table 9: Load Pattern Definitions

Table 9: Load Pattern Definitions

LoadPat DesignType SelfWtMult AutoLoad

DEAD DEAD 1.000000

5. Load cases This section provides load case information.

RACKCS EATON 1.SDB SAP2000 v14.0.0 - License # 6. Load combinations 21 octubre 2014

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5.1. Definitions

Table 10: Load Case Definitions

Table 10: Load Case Definitions

Case Type InitialCond ModalCase BaseCase

DEAD LinStatic Zero

MODAL LinModal Zero

5.2. Static case load assignments

Table 11: Case - Static 1 - Load Assignments

Table 11: Case - Static 1 - Load Assignments

Case LoadType LoadName LoadSF

DEAD Load pattern DEAD 1.000

5.3. Response spectrum case load assignments

Table 12: Function - Response Spectrum - User

Table 12: Function - Response Spectrum - User

Name Period Accel FuncDamp

Sec

UNIFRS 0.000 1.000 0.050

UNIFRS 1.000 1.000

6. Load combinations This section provides load combination information.

Table 13: Combination Definitions

Table 13: Combination Definitions

ComboName ComboType CaseName ScaleFactor

DSTL1 Linear Add DEAD 1.400000




RACKCS EATON 1.SDB SAP2000 v14.0.0 - License # 7. Structure results 21 octubre 2014

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

Figure 2: Deformed shape

7.1. Mass summary

Table 14: Assembled Joint Masses



Kip-s2/in Kip-s2/in Kip-s2/in Kip-in-s2 Kip-in-s2 Kip-in-s2

17 1.7600 1.7600 1.7600 0.000 0.000 0.000

18 1.7600 1.7600 1.7600 0.000 0.000 0.000

19 2.0400 2.0400 2.0400 0.000 0.000 0.000

20 2.0400 2.0400 2.0400 0.000 0.000 0.000

21 1.4700 1.4700 1.4700 0.000 0.000 0.000

RACKCS EATON 1.SDB SAP2000 v14.0.0 - License # 8. Joint results 21 octubre 2014

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Kip-s2/in Kip-s2/in Kip-s2/in Kip-in-s2 Kip-in-s2 Kip-in-s2

22 1.4700 1.4700 1.4700 0.000 0.000 0.000

23 1.6100 1.6100 1.6100 0.000 0.000 0.000

24 1.6100 1.6100 1.6100 0.000 0.000 0.000

25 1.7600 1.7600 1.7600 0.000 0.000 0.000

26 1.7600 1.7600 1.7600 0.000 0.000 0.000

27 2.0400 2.0400 2.0400 0.000 0.000 0.000

28 2.0400 2.0400 2.0400 0.000 0.000 0.000

45 0.2900 0.2900 0.2900 0.000 0.000 0.000

46 0.4300 0.4300 0.4300 0.000 0.000 0.000

47 0.2900 0.2900 0.2900 0.000 0.000 0.000

48 0.4300 0.4300 0.4300 0.000 0.000 0.000

7.2. Modal results

Table 15: Modal Participating Mass Ratios

Table 15: Modal Participating Mass Ratios

OutputCase StepNum Period UX UY UZ SumUX SumUY SumUZ

Sec

MODAL 1.00000 0.037982 0.8170 0.0000 0.0000 0.8170 0.0000 0.0000

MODAL 2.00000 0.031307 1.5E-04 0.0000 0.0000 0.8170 0.0000 0.0000

MODAL 3.00000 0.016053 0.0000 0.8670 1.5E-04 0.8170 0.8670 1.5E-04

MODAL 4.0000 0.015968 6.7E-06 1.4E-18 9.4E-18 0.8170 0.8670 1.5E-04

MODAL 5.0000 0.010794 0.1230 0.0000 4.0E-19 0.9400 0.8670 1.5E-04

MODAL 6.0000 0.010431 0.0180 2.2E-20 7.5E-20 0.9590 0.8670 1.5E-04

MODAL 7.0000 0.006046 0.0000 0.1160 0.0037 0.9590 0.9830 0.0039

MODAL 8.0000 0.006040 1.5E-06 5.6E-19 0.0000 0.9590 0.9830 0.0039

MODAL 9.0000 0.005544 0.0250 6.6E-20 4.7E-19 0.9840 0.9830 0.0039

MODAL 10.0000 0.005465 0.0160 0.0000 0.0000 1.0000 0.9830 0.0039

MODAL 11.0000 0.004367 0.0000 0.0098 0.0410 1.0000 0.9930 0.0450

MODAL 12.0000 0.004365 6.2E-07 2.1E-18 2.2E-17 1.0000 0.9930 0.0450

7.3. Base reactions

Table 16: Base Reactions

Table 16: Base Reactions

OutputCase GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ

Kip Kip Kip Kip-in Kip-in Kip-in

DEAD 1.608E-13 3.180E-13 9372.900 4060.010 -12184.77 6.883E-13

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

RACKCS EATON 1.SDB SAP2000 v14.0.0 - License # 9. Frame results 21 octubre 2014

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Table 17: Joint Displacements

Table 17: Joint Displacements

Joint OutputCase U1 U2 U3 R1 R2 R3

in in in Radians Radians Radians

17 DEAD 6.979E-06 -8.700E-05 -7.400E-05 2.100E-05 -1.022E-03 1.400E-05

18 DEAD -6.979E-06 -8.700E-05 -7.400E-05 2.100E-05 1.022E-03 -1.400E-05

19 DEAD -6.743E-06 -3.400E-05 -1.190E-04 6.900E-05 3.610E-04 1.900E-05

20 DEAD 6.743E-06 -3.400E-05 -1.190E-04 6.900E-05 -3.610E-04 -1.900E-05

21 DEAD 3.500E-05 -7.200E-05 -1.410E-04 -5.960E-04 1.471E-03 1.300E-04

22 DEAD -3.500E-05 -7.200E-05 -1.410E-04 -5.960E-04 -1.471E-03 -1.300E-04

23 DEAD 3.900E-05 -6.000E-05 -1.560E-04 6.140E-04 1.342E-03 -3.340E-04

24 DEAD -3.900E-05 -6.000E-05 -1.560E-04 6.140E-04 -1.342E-03 3.340E-04

25 DEAD -5.922E-06 -2.391E-06 -1.340E-04 -1.320E-04 7.000E-04 -1.200E-05

26 DEAD 5.922E-06 -2.391E-06 -1.340E-04 -1.320E-04 -7.000E-04 1.200E-05

27 DEAD -1.300E-05 -5.900E-05 -8.200E-05 1.500E-05 9.440E-04 1.900E-05

28 DEAD 1.300E-05 -5.900E-05 -8.200E-05 1.500E-05 -9.440E-04 -1.900E-05

45 DEAD 0.000 0.000 0.000 0.000 0.000 0.000

46 DEAD 0.000 0.000 0.000 0.000 0.000 0.000

47 DEAD 0.000 0.000 0.000 0.000 0.000 0.000

48 DEAD 0.000 0.000 0.000 0.000 0.000 0.000

Table 18: Joint Reactions

Table 18: Joint Reactions

Joint OutputCase F1 F2 F3 M1 M2 M3

Kip Kip Kip Kip-in Kip-in Kip-in

45 DEAD -323.250 -99.950 2449.720 10.430 -69.080 3.542E-03

46 DEAD -347.580 99.950 2236.730 -15.840 -73.440 -1.370

47 DEAD 323.250 -99.950 2449.720 10.430 69.080 -3.542E-03

48 DEAD 347.580 99.950 2236.730 -15.840 73.440 1.370

9. Frame results This section provides frame force results.

Table 19: Element Forces - Frames, Part 1 of 2


Frame Station OutputCase P V2 V3

in Kip Kip Kip

18 0.000 DEAD 112.280 -885.370 2.146E-14

18 0.433 DEAD 112.280 -590.240 2.146E-14

18 0.867 DEAD 112.280 -295.120 2.146E-14

18 1.300 DEAD 112.280 -8.527E-13 2.146E-14

18 1.733 DEAD 112.280 295.120 2.146E-14

18 2.167 DEAD 112.280 590.240 2.146E-14

18 2.600 DEAD 112.280 885.370 2.146E-14

19 0.000 DEAD 108.490 -660.470 6.933E-14

19 0.433 DEAD 108.490 -440.310 6.933E-14

19 0.867 DEAD 108.490 -220.160 6.933E-14

19 1.300 DEAD 108.490 -8.527E-14 6.933E-14


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in Kip Kip Kip

19 1.733 DEAD 108.490 220.160 6.933E-14

19 2.167 DEAD 108.490 440.310 6.933E-14

19 2.600 DEAD 108.490 660.470 6.933E-14

21 0.000 DEAD -566.400 -660.470 5.632E-14

21 0.433 DEAD -566.400 -440.310 5.632E-14

21 0.867 DEAD -566.400 -220.160 5.632E-14

21 1.300 DEAD -566.400 1.421E-13 5.632E-14

21 1.733 DEAD -566.400 220.160 5.632E-14

21 2.167 DEAD -566.400 440.310 5.632E-14

21 2.600 DEAD -566.400 660.470 5.632E-14

23 0.000 DEAD -632.450 -660.470 6.706E-14

23 0.433 DEAD -632.450 -440.310 6.706E-14

23 0.867 DEAD -632.450 -220.160 6.706E-14

23 1.300 DEAD -632.450 1.421E-13 6.706E-14

23 1.733 DEAD -632.450 220.160 6.706E-14

23 2.167 DEAD -632.450 440.310 6.706E-14

23 2.600 DEAD -632.450 660.470 6.706E-14

25 0.000 DEAD 95.280 -885.370 4.642E-14

25 0.433 DEAD 95.280 -590.240 4.642E-14

25 0.867 DEAD 95.280 -295.120 4.642E-14

25 1.300 DEAD 95.280 -5.684E-14 4.642E-14

25 1.733 DEAD 95.280 295.120 4.642E-14

25 2.167 DEAD 95.280 590.240 4.642E-14

25 2.600 DEAD 95.280 885.370 4.642E-14

27 0.000 DEAD 211.980 -885.370 2.388E-14

27 0.433 DEAD 211.980 -590.240 2.388E-14

27 0.867 DEAD 211.980 -295.120 2.388E-14

27 1.300 DEAD 211.980 -2.842E-13 2.388E-14

27 1.733 DEAD 211.980 295.120 2.388E-14

27 2.167 DEAD 211.980 590.240 2.388E-14

27 2.600 DEAD 211.980 885.370 2.388E-14

45 0.000 DEAD -2449.720 323.250 99.950

45 0.700 DEAD -2444.090 323.250 -110.050

45 0.700 DEAD -1556.960 534.410 106.470

45 1.050 DEAD -1554.140 534.410 1.470

45 1.400 DEAD -1551.330 534.410 -103.530

45 1.400 DEAD -665.950 629.760 115.370

45 2.100 DEAD -660.310 629.760 -94.630

46 0.000 DEAD -84.180 -0.950 2.440

46 0.455 DEAD -84.180 0.170 2.440

46 0.910 DEAD -84.180 1.280 2.440

47 0.000 DEAD -661.750 -563.950 84.180

47 0.700 DEAD -667.390 -563.950 -125.820

47 0.700 DEAD -1326.690 -455.190 112.920

47 1.050 DEAD -1329.510 -455.190 7.920

47 1.400 DEAD -1332.330 -455.190 -97.080

47 1.400 DEAD -2218.600 -343.130 97.550

47 2.100 DEAD -2224.230 -343.130 -112.450

48 0.000 DEAD -218.910 -0.011 -0.058

48 0.455 DEAD -218.910 1.100 -0.058

48 0.910 DEAD -218.910 2.220 -0.058

49 0.000 DEAD -194.630 -1.330 -0.210

49 0.455 DEAD -194.630 -0.220 -0.210

49 0.910 DEAD -194.630 0.900 -0.210


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in Kip Kip Kip

50 0.000 DEAD -8.950 -5.500 -5.140

50 0.574 DEAD -9.810 -4.380 -5.140

50 1.148 DEAD -10.670 -3.270 -5.140

51 0.000 DEAD -11.890 0.059 5.470

51 0.574 DEAD -12.740 1.170 5.470

51 1.148 DEAD -13.600 2.290 5.470

52 0.000 DEAD -15.810 0.055 -4.450

52 0.574 DEAD -16.670 1.170 -4.450

52 1.148 DEAD -17.530 2.290 -4.450

53 0.000 DEAD -2449.720 -323.250 99.950

53 0.700 DEAD -2444.090 -323.250 -110.050

53 0.700 DEAD -1556.960 -534.410 106.470

53 1.050 DEAD -1554.140 -534.410 1.470

53 1.400 DEAD -1551.330 -534.410 -103.530

53 1.400 DEAD -665.950 -629.760 115.370

53 2.100 DEAD -660.310 -629.760 -94.630

54 0.000 DEAD -84.180 -0.950 -2.440

54 0.455 DEAD -84.180 0.170 -2.440

54 0.910 DEAD -84.180 1.280 -2.440

55 0.000 DEAD -661.750 563.950 84.180

55 0.700 DEAD -667.390 563.950 -125.820

55 0.700 DEAD -1326.690 455.190 112.920

55 1.050 DEAD -1329.510 455.190 7.920

55 1.400 DEAD -1332.330 455.190 -97.080

55 1.400 DEAD -2218.600 343.130 97.550

55 2.100 DEAD -2224.230 343.130 -112.450

56 0.000 DEAD -218.910 -0.011 0.058

56 0.455 DEAD -218.910 1.100 0.058

56 0.910 DEAD -218.910 2.220 0.058

57 0.000 DEAD -194.630 -1.330 0.210

57 0.455 DEAD -194.630 -0.220 0.210

57 0.910 DEAD -194.630 0.900 0.210

58 0.000 DEAD -8.950 -5.500 5.140

58 0.574 DEAD -9.810 -4.380 5.140

58 1.148 DEAD -10.670 -3.270 5.140

59 0.000 DEAD -11.890 0.059 -5.470

59 0.574 DEAD -12.740 1.170 -5.470

59 1.148 DEAD -13.600 2.290 -5.470

60 0.000 DEAD -15.810 0.055 4.450

60 0.574 DEAD -16.670 1.170 4.450

60 1.148 DEAD -17.530 2.290 4.450



Frame Station OutputCase T M2 M3

in Kip-in Kip-in Kip-in

18 0.000 DEAD -1.128E-17 0.029 -357.970

18 0.433 DEAD -1.128E-17 0.029 -38.260

18 0.867 DEAD -1.128E-17 0.029 153.570

18 1.300 DEAD -1.128E-17 0.029 217.520

18 1.733 DEAD -1.128E-17 0.029 153.570

18 2.167 DEAD -1.128E-17 0.029 -38.260


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18 2.600 DEAD -1.128E-17 0.029 -357.970

19 0.000 DEAD -5.638E-18 0.040 -277.130

19 0.433 DEAD -5.638E-18 0.040 -38.630

19 0.867 DEAD -5.638E-18 0.040 104.470

19 1.300 DEAD -5.638E-18 0.040 152.170

19 1.733 DEAD -5.638E-18 0.040 104.470

19 2.167 DEAD -5.638E-18 0.040 -38.630

19 2.600 DEAD -5.638E-18 0.040 -277.130

21 0.000 DEAD 3.469E-18 0.270 -249.220

21 0.433 DEAD 3.469E-18 0.270 -10.720

21 0.867 DEAD 3.469E-18 0.270 132.380

21 1.300 DEAD 3.469E-18 0.270 180.080

21 1.733 DEAD 3.469E-18 0.270 132.380

21 2.167 DEAD 3.469E-18 0.270 -10.720

21 2.600 DEAD 3.469E-18 0.270 -249.220

23 0.000 DEAD 0.000 -0.700 -252.470

23 0.433 DEAD 0.000 -0.700 -13.970

23 0.867 DEAD 0.000 -0.700 129.130

23 1.300 DEAD 0.000 -0.700 176.830

23 1.733 DEAD 0.000 -0.700 129.130

23 2.167 DEAD 0.000 -0.700 -13.970

23 2.600 DEAD 0.000 -0.700 -252.470

25 0.000 DEAD -2.602E-18 -0.025 -366.080

25 0.433 DEAD -2.602E-18 -0.025 -46.360

25 0.867 DEAD -2.602E-18 -0.025 145.470

25 1.300 DEAD -2.602E-18 -0.025 209.410

25 1.733 DEAD -2.602E-18 -0.025 145.470

25 2.167 DEAD -2.602E-18 -0.025 -46.360

25 2.600 DEAD -2.602E-18 -0.025 -366.080

27 0.000 DEAD -1.073E-17 0.040 -359.940

27 0.433 DEAD -1.073E-17 0.040 -40.220

27 0.867 DEAD -1.073E-17 0.040 151.610

27 1.300 DEAD -1.073E-17 0.040 215.550

27 1.733 DEAD -1.073E-17 0.040 151.610

27 2.167 DEAD -1.073E-17 0.040 -40.220

27 2.600 DEAD -1.073E-17 0.040 -359.940

45 0.000 DEAD -3.542E-03 10.430 69.080

45 0.700 DEAD -3.542E-03 13.960 -157.200

45 0.700 DEAD 5.811E-03 13.330 198.450

45 1.050 DEAD 5.811E-03 -5.560 11.400

45 1.400 DEAD 5.811E-03 12.300 -175.640

45 1.400 DEAD 0.060 12.990 190.430

45 2.100 DEAD 0.060 5.730 -250.400

46 0.000 DEAD -1.393E-03 1.930 -2.240

46 0.455 DEAD -1.393E-03 0.820 -2.060

46 0.910 DEAD -1.393E-03 -0.290 -2.390

47 0.000 DEAD -0.021 2.390 -249.220

47 0.700 DEAD -0.021 16.970 145.550

47 0.700 DEAD -6.176E-03 15.210 -128.460

47 1.050 DEAD -6.176E-03 -5.940 30.860

47 1.400 DEAD -6.176E-03 9.660 190.170

47 1.400 DEAD 2.626E-03 9.720 -167.800

47 2.100 DEAD 2.626E-03 14.940 72.390

48 0.000 DEAD 3.645E-03 0.029 0.690

RACKCS EATON 1.SDB SAP2000 v14.0.0 - License # 10. Material take-off 21 octubre 2014

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48 0.455 DEAD 3.645E-03 0.055 0.440

48 0.910 DEAD 3.645E-03 0.082 -0.320

49 0.000 DEAD -8.401E-04 -0.160 -0.260

49 0.455 DEAD -8.401E-04 -0.059 0.096

49 0.910 DEAD -8.401E-04 0.038 -0.060

50 0.000 DEAD 8.467E-03 -3.400 -3.490

50 0.574 DEAD 8.467E-03 -0.450 -0.660

50 1.148 DEAD 8.467E-03 2.500 1.540

51 0.000 DEAD 3.941E-03 2.640 0.540

51 0.574 DEAD 3.941E-03 -0.500 0.180

51 1.148 DEAD 3.941E-03 -3.640 -0.810

52 0.000 DEAD 6.283E-03 -3.380 0.440

52 0.574 DEAD 6.283E-03 -0.830 0.086

52 1.148 DEAD 6.283E-03 1.730 -0.910

53 0.000 DEAD 3.542E-03 10.430 -69.080

53 0.700 DEAD 3.542E-03 13.960 157.200

53 0.700 DEAD -5.811E-03 13.330 -198.450

53 1.050 DEAD -5.811E-03 -5.560 -11.400

53 1.400 DEAD -5.811E-03 12.300 175.640

53 1.400 DEAD -0.060 12.990 -190.430

53 2.100 DEAD -0.060 5.730 250.400

54 0.000 DEAD 1.393E-03 -1.930 -2.240

54 0.455 DEAD 1.393E-03 -0.820 -2.060

54 0.910 DEAD 1.393E-03 0.290 -2.390

55 0.000 DEAD 0.021 2.390 249.220

55 0.700 DEAD 0.021 16.970 -145.550

55 0.700 DEAD 6.176E-03 15.210 128.460

55 1.050 DEAD 6.176E-03 -5.940 -30.860

55 1.400 DEAD 6.176E-03 9.660 -190.170

55 1.400 DEAD -2.626E-03 9.720 167.800

55 2.100 DEAD -2.626E-03 14.940 -72.390

56 0.000 DEAD -3.645E-03 -0.029 0.690

56 0.455 DEAD -3.645E-03 -0.055 0.440

56 0.910 DEAD -3.645E-03 -0.082 -0.320

57 0.000 DEAD 8.401E-04 0.160 -0.260

57 0.455 DEAD 8.401E-04 0.059 0.096

57 0.910 DEAD 8.401E-04 -0.038 -0.060

58 0.000 DEAD -8.467E-03 3.400 -3.490

58 0.574 DEAD -8.467E-03 0.450 -0.660

58 1.148 DEAD -8.467E-03 -2.500 1.540

59 0.000 DEAD -3.941E-03 -2.640 0.540

59 0.574 DEAD -3.941E-03 0.500 0.180

59 1.148 DEAD -3.941E-03 3.640 -0.810

60 0.000 DEAD -6.283E-03 3.380 0.440

60 0.574 DEAD -6.283E-03 0.830 0.086

60 1.148 DEAD -6.283E-03 -1.730 -0.910

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

RACKCS EATON 1.SDB SAP2000 v14.0.0 - License # 11. Design preferences 21 octubre 2014

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Table 20: Material List 2 - By Section Property

Table 20: Material List 2 - By Section Property

Section ObjectType NumPieces TotalLength TotalWeight

in Kip

C4X5.4 Frame 10 24.000 193.240

L2X2X1/8 Frame 12 12.349 30.270

11. Design preferences This 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 21: Preferences - Steel Design - AISC-LRFD93, Part 1 of 2


FrameType PatLLF SRatioLimit PhiB PhiC PhiT PhiV PhiCA

Moment Frame 0.750 0.950 0.900 0.850 0.900 0.900 0.900



DLRat SDLAndLLRat LLRat TotalRat NetRat

120.000 120.000 360.000 240.000 240.000

Table 22: Results - Steel Design - AISC-LRFD93

Table 22: Resut - By Section Property

Section Stress (bend) ksi

Stress(Shear)Kksii

TotalStrain TotalResul

in s/d

C4X5.4 Frame 18000 0.008 PASS OK

L2X2X1/8 Frame 2000 0.002 PASS OK

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