Memorias de Calculo Muro

License #2A441

SAP2000 Analysis Report

Prepared by

Model Name: CERRAMIENTO.SDB

2014

CERRAMIENTO.SDB SAP2000 v14.2.4 - License #2A44114. Design summary 24 marzo 2014

Contents1. Model geometry......................................................................................................................................................... 4 1.1. Joint coordinates................................................................................................................................................ 4 1.2. Joint restraints................................................................................................................................................... 5 1.3. Element connectivity.......................................................................................................................................... 62. Material properties..................................................................................................................................................... 83. Section properties...................................................................................................................................................... 9 3.1. Frames.............................................................................................................................................................. 9 3.2. Cables............................................................................................................................................................. 10 3.3. Areas............................................................................................................................................................... 114. Load patterns........................................................................................................................................................... 11 4.1. Definitions........................................................................................................................................................ 11 4.2. Auto seismic loading........................................................................................................................................ 115. Load cases.............................................................................................................................................................. 12 5.1. Definitions........................................................................................................................................................ 12 5.2. Static case load assignments.......................................................................................................................... 12 5.3. Response spectrum case load assignments................................................................................................... 126. Load combinations................................................................................................................................................... 137. Structure results...................................................................................................................................................... 15 7.1. Mass summary................................................................................................................................................ 15 7.2. Base reactions................................................................................................................................................. 168. Joint results............................................................................................................................................................. 169. Frame results........................................................................................................................................................... 1610. Area results........................................................................................................................................................... 1611. Material take-off..................................................................................................................................................... 1712. Design preferences................................................................................................................................................ 17 12.1. Steel design................................................................................................................................................... 17 12.2. Concrete design............................................................................................................................................. 17 12.3. Aluminum design........................................................................................................................................... 18 12.4. Cold formed design........................................................................................................................................ 1813. Design overwrites.................................................................................................................................................. 18 13.1. Concrete design............................................................................................................................................. 1814. Design summary.................................................................................................................................................... 19 14.1. Concrete design............................................................................................................................................. 19

List of FiguresFigure 1: Finite element model...................................................................................................................................... 4Figure 2: Deformed shape........................................................................................................................................... 15

List of TablesTable 1: Joint Coordinates............................................................................................................................................. 4Table 2: Joint Restraint Assignments............................................................................................................................ 5Table 3: Connectivity - Frame........................................................................................................................................ 6Table 4: Frame Section Assignments............................................................................................................................ 6Table 5: Connectivity - Area.......................................................................................................................................... 6Table 6: Area Section Assignments............................................................................................................................... 7

Page 2 of 22


Table 7: Material Properties 02 - Basic Mechanical Properties..................................................................................... 8Table 8: Material Properties 03a - Steel Data................................................................................................................ 8Table 9: Material Properties 03b - Concrete Data......................................................................................................... 8Table 10: Material Properties 03d - Cold Formed Data................................................................................................. 8Table 11: Material Properties 03e - Rebar Data............................................................................................................ 8Table 12: Material Properties 03f - Tendon Data........................................................................................................... 9Table 13: Frame Section Properties 01 - General, Part 1 of 4....................................................................................... 9Table 13: Frame Section Properties 01 - General, Part 2 of 4....................................................................................... 9Table 13: Frame Section Properties 01 - General, Part 3 of 4....................................................................................... 9Table 13: Frame Section Properties 01 - General, Part 4 of 4....................................................................................... 9Table 14: Frame Section Properties 02 - Concrete Column, Part 1 of 2...................................................................... 10Table 14: Frame Section Properties 02 - Concrete Column, Part 2 of 2...................................................................... 10Table 15: Frame Section Properties 03 - Concrete Beam, Part 1 of 2......................................................................... 10Table 15: Frame Section Properties 03 - Concrete Beam, Part 2 of 2......................................................................... 10Table 16: Cable Section Definitions, Part 1 of 2.......................................................................................................... 10Table 16: Cable Section Definitions, Part 2 of 2.......................................................................................................... 10Table 17: Area Section Properties, Part 1 of 3............................................................................................................ 11Table 17: Area Section Properties, Part 2 of 3............................................................................................................ 11Table 17: Area Section Properties, Part 3 of 3............................................................................................................ 11Table 18: Load Pattern Definitions.............................................................................................................................. 11Table 19: Auto Seismic - User Coefficient................................................................................................................... 12Table 20: Load Case Definitions.................................................................................................................................. 12Table 21: Case - Static 1 - Load Assignments............................................................................................................. 12Table 22: Function - Response Spectrum - User......................................................................................................... 12Table 23: Combination Definitions............................................................................................................................... 13Table 24: Assembled Joint Masses............................................................................................................................. 15Table 25: Material List 2 - By Section Property............................................................................................................ 17Table 26: Preferences - Steel Design - AISC-LRFD99, Part 1 of 2............................................................................. 17Table 26: Preferences - Steel Design - AISC-LRFD99, Part 2 of 2............................................................................. 17Table 27: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2............................................................. 17Table 27: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2............................................................. 18Table 28: Preferences - Aluminum Design - AA-ASD 2000......................................................................................... 18Table 29: Preferences - Cold Formed Design - AISI-LRFD96..................................................................................... 18Table 30: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2............................................................... 18Table 30: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2............................................................... 19Table 31: Concrete Design 1 - Column Summary Data - ACI 318-05/IBC2003, Part 1 of 2........................................ 19Table 31: Concrete Design 1 - Column Summary Data - ACI 318-05/IBC2003, Part 2 of 2........................................ 20Table 32: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 1 of 3........................................... 20Table 32: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 2 of 3........................................... 21Table 32: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 3 of 3........................................... 22

Page 3 of 22


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

cm cm cm

1 GLOBAL Cartesian 0.000 0.000 480.000









Page 4 of 22


Table 1: Joint Coordinates

Joint CoordSys CoordType GlobalX GlobalY GlobalZ

cm cm cm











































1.2. Joint restraints

Table 2: Joint Restraint AssignmentsTable 2: Joint Restraint Assignments

Joint U1 U2 U3 R1 R2 R3

5 Yes Yes Yes Yes Yes Yes

6 Yes Yes Yes Yes Yes Yes

Page 5 of 22


1.3. Element connectivity

Table 3: Connectivity - FrameTable 3: Connectivity - Frame

Frame JointI JointJ Length

cm

1 1 2 388.000

2 3 4 388.000

3 3 1 280.000

4 4 2 280.000

5 5 3 200.000

6 6 4 200.000

Table 4: Frame Section AssignmentsTable 4: Frame Section Assignments

Frame AnalSect DesignSect MatProp

1 20X20 20X20 Default

2 30x30 30x30 Default

3 C 20X20 C 20X20 Default

4 C 20X20 C 20X20 Default

5 C35X35 C35X35 Default

6 C35X35 C35X35 Default

Table 5: Connectivity - AreaTable 5: Connectivity - Area

Area Joint1 Joint2 Joint3 Joint4

2 3 7 8 9

3 9 8 10 11

4 11 10 12 13

5 13 12 14 15

6 15 14 16 17

7 17 16 18 1

8 7 19 20 8

9 8 20 21 10

10 10 21 22 12

11 12 22 23 14

12 14 23 24 16

13 16 24 25 18

14 19 26 27 20

15 20 27 28 21

16 21 28 29 22

17 22 29 30 23

18 23 30 31 24

19 24 31 32 25

20 26 33 34 27

21 27 34 35 28

22 28 35 36 29

23 29 36 37 30

24 30 37 38 31

25 31 38 39 32

26 33 40 41 34

27 34 41 42 35

Page 6 of 22


Table 5: Connectivity - Area

Area Joint1 Joint2 Joint3 Joint4

28 35 42 43 36

29 36 43 44 37

30 37 44 45 38

31 38 45 46 39

32 40 4 47 41

33 41 47 48 42

34 42 48 49 43

35 43 49 50 44

36 44 50 51 45

37 45 51 2 46

Table 6: Area Section AssignmentsTable 6: Area Section Assignments

Area Section MatProp

2 MURO Default

3 MURO Default

4 MURO Default

5 MURO Default

6 MURO Default

7 MURO Default

8 MURO Default

9 MURO Default

10 MURO Default

11 MURO Default

12 MURO Default

13 MURO Default

14 MURO Default

15 MURO Default

16 MURO Default

17 MURO Default

18 MURO Default

19 MURO Default

20 MURO Default

21 MURO Default

22 MURO Default

23 MURO Default

24 MURO Default

25 MURO Default

26 MURO Default

27 MURO Default

28 MURO Default

29 MURO Default

30 MURO Default

31 MURO Default

32 MURO Default

33 MURO Default

34 MURO Default

35 MURO Default

36 MURO Default

37 MURO Default

Page 7 of 22


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

Table 7: Material Properties 02 - Basic Mechanical PropertiesTable 7: Material Properties 02 - Basic Mechanical Properties

Material UnitWeight UnitMass E1 G12 U12 A1

Tonf/cm3 Tonf-s2/cm4 Tonf/cm2 Tonf/cm2 1/C

2500Psi 2.4000E-06 2.4473E-09 165.3590 68.8996 0.200000 9.9000E-06

3000Psi 2.4028E-06 2.4501E-09 219.4996 91.4582 0.200000 9.9000E-06

4000Psi 2.4028E-06 2.4501E-09 253.4564 105.6068 0.200000 9.9000E-06

A36 7.8490E-06 8.0038E-09 2038.9019 784.1930 0.300000 1.1700E-05

A416Gr270 7.8490E-06 8.0038E-09 2003.7484 1.1700E-05

A615Gr60 7.8490E-06 8.0038E-09 2038.9019 1.1700E-05

A653SQGr50 7.8490E-06 8.0038E-09 2074.0554 797.7136 0.300000 1.1700E-05

A992Fy50 7.8490E-06 8.0038E-09 2038.9019 784.1930 0.300000 1.1700E-05

Table 8: Material Properties 03a - Steel DataTable 8: Material Properties 03a - Steel Data

Material Fy Fu FinalSlope

Tonf/cm2 Tonf/cm2

A36 2.5311 4.0778 -0.100000

A992Fy50 3.5153 4.5700 -0.100000

Table 9: Material Properties 03b - Concrete DataTable 9: Material Properties 03b - Concrete

Data

Material Fc FinalSlope

Tonf/cm2

2500Psi 0.1750 -0.100000

3000Psi 0.2109 -0.100000

4000Psi 0.2812 -0.100000

Table 10: Material Properties 03d - Cold Formed DataTable 10: Material Properties 03d - Cold

Formed Data

Material Fy Fu

Tonf/cm2 Tonf/cm2

A653SQGr50 3.5153 4.5700

Table 11: Material Properties 03e - Rebar DataTable 11: Material Properties 03e - Rebar Data


Tonf/cm2 Tonf/cm2

A615Gr60 4.2184 6.3276 -0.100000

Page 8 of 22


Table 12: Material Properties 03f - Tendon DataTable 12: Material Properties 03f - Tendon Data


Tonf/cm2 Tonf/cm2

A416Gr270 17.2322 18.9829 -0.100000

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

3.1. Frames

Table 13: Frame Section Properties 01 - General, Part 1 of 4Table 13: Frame Section Properties 01 - General, Part 1 of 4

SectionName Material Shape t3 t2 Area TorsConst I33 I22

cm cm cm2 cm4 cm4 cm4

20X20 3000Psi Rectangular 20.0000 20.0000 400.00 22533.33 13333.33 13333.33

30x30 3000Psi Rectangular 30.0000 30.0000 900.00 114075.00 67500.00 67500.00

C 20X20 3000Psi Rectangular 20.0000 20.0000 400.00 22533.33 13333.33 13333.33

C35X35 3000Psi Rectangular 35.0000 35.0000 1225.00 211338.02 125052.08 125052.08

Table 13: Frame Section Properties 01 - General, Part 2 of 4Table 13: Frame Section Properties 01 -

General, Part 2 of 4

SectionName AS2 AS3

cm2 cm2

20X20 333.33 333.33

30x30 750.00 750.00

C 20X20 333.33 333.33

C35X35 1020.83 1020.83


SectionName S33 S22 Z33 Z22 R33 R22

cm3 cm3 cm3 cm3 cm cm

20X20 1333.33 1333.33 2000.00 2000.00 5.7735 5.7735

30x30 4500.00 4500.00 6750.00 6750.00 8.6603 8.6603

C 20X20 1333.33 1333.33 2000.00 2000.00 5.7735 5.7735

C35X35 7145.83 7145.83 10718.75 10718.75 10.1036 10.1036


SectionName AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod

20X20 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

30x30 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

C 20X20 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

C35X35 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

Page 9 of 22


Table 14: Frame Section Properties 02 - Concrete Column, Part 1 of 2Table 14: Frame Section Properties 02 - Concrete Column, Part 1 of 2

SectionName RebarMatL RebarMatC ReinfConfig LatReinf Cover NumBars3Dir

NumBars2Dir

cm

C 20X20 A615Gr60 A615Gr60 Rectangular Ties 3.0000 3 3

C35X35 A615Gr60 A615Gr60 Rectangular Ties 3.0000 3 3

Table 14: Frame Section Properties 02 - Concrete Column, Part 2 of 2Table 14: Frame Section Properties 02 - Concrete Column, Part 2 of 2

SectionName BarSizeL BarSizeC SpacingC NumCBars2 NumCBars3

cm

C 20X20 #5 #3 70.0000 6 6

C35X35 #5 #3 70.0000 6 6

Table 15: Frame Section Properties 03 - Concrete Beam, Part 1 of 2Table 15: Frame Section Properties 03 - Concrete Beam, Part 1 of 2

SectionName RebarMatL RebarMatC TopCover BotCover

cm cm

20X20 A615Gr60 A615Gr60 6.0000 6.0000

30x30 A615Gr60 A615Gr60 6.0000 6.0000

Table 15: Frame Section Properties 03 - Concrete Beam, Part 2 of 2Table 15: Frame Section Properties 03 - Concrete Beam, Part 2 of 2

SectionName TopLeftArea TopRghtArea

BotLeftArea BotRghtArea

cm2 cm2 cm2 cm2

20X20 0.0000 0.0000 0.0000 0.0000

30x30 0.0000 0.0000 0.0000 0.0000

3.2. Cables

Table 16: Cable Section Definitions, Part 1 of 2Table 16: Cable Section Definitions, Part 1 of 2

CableSect Material Diameter Area TorsConst I AS

cm cm2 cm4 cm4 cm2

CAB1 A615Gr60 1.2700 1.27 0.26 0.13 1.14

Table 16: Cable Section Definitions, Part 2 of 2Table 16: Cable Section Definitions, Part 2 of 2

CableSect AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod

CAB1 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

Page 10 of 22


3.3. Areas

Table 17: Area Section Properties, Part 1 of 3Table 17: Area Section Properties, Part 1 of 3

Section Material AreaType Type DrillDOF Thickness BendThick F11Mod

cm cm

MURO 3000Psi Shell Shell-Thin Yes 20.0000 20.0000 1.000000

ZAPATA 3000Psi Shell Plate-Thick 30.0000 30.0000 1.000000


Section F22Mod F12Mod M11Mod M22Mod M12Mod V13Mod V23Mod

MURO 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

ZAPATA 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000


Section MMod WMod

MURO 1.000000 1.000000

ZAPATA 1.000000 1.000000

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

4.1. Definitions

Table 18: Load Pattern DefinitionsTable 18: Load Pattern Definitions

LoadPat DesignType SelfWtMult AutoLoad

PERMANENTE SUPER DEAD 0.000000

SOBRECARGA LIVE 0.000000

PROPIO DEAD 1.000000

VIENTO WIND 0.000000 None

EQX QUAKE 0.000000 USER COEFF

EQY QUAKE 0.000000 USER COEFF

4.2. Auto seismic loading

Page 11 of 22


Table 19: Auto Seismic - User CoefficientTable 19: Auto Seismic - User Coefficient

LoadPat Dir PercentEcc MaxZ MinZ C K WeightUsed BaseShear

cm cm Tonf Tonf

EQX X 0.050000 705.000 0.000 0.625000 1.000000 8.1483 5.0927

EQY Y 0.050000 705.000 0.000 0.625000 1.000000 8.1483 5.0927

5. Load casesThis section provides load case information.

5.1. Definitions

Table 20: Load Case DefinitionsTable 20: Load Case Definitions

Case Type InitialCond ModalCase BaseCase

PERMANENTE LinStatic Zero

SOBRECARGA LinStatic Zero

PROPIO LinStatic Zero

VIENTO LinStatic Zero

EQX LinStatic Zero

EQY LinStatic Zero

5.2. Static case load assignments

Table 21: Case - Static 1 - Load AssignmentsTable 21: Case - Static 1 - Load Assignments

Case LoadType LoadName LoadSF

PERMANENTE Load pattern PERMANENTE 1.000000

SOBRECARGA Load pattern SOBRECARGA 1.000000

PROPIO Load pattern PROPIO 1.000000

VIENTO Load pattern VIENTO 1.000000

EQX Load pattern EQX 1.000000

EQY Load pattern EQY 1.000000

5.3. Response spectrum case load assignments

Table 22: Function - Response Spectrum - UserTable 22: Function - Response Spectrum - User

Name Period Accel FuncDamp

Sec

UNIFRS 0.000000 1.000000 0.050000

UNIFRS 1.000000 1.000000

Page 12 of 22


6. Load combinationsThis section provides load combination information.

Table 23: Combination DefinitionsTable 23: Combination Definitions

ComboName ComboType CaseName ScaleFactor

COMB1 Linear Add PROPIO 1.400000

COMB1 PERMANENTE 1.400000



COMB2 SOBRECARGA 0.500000




COMB3 VIENTO 0.500000










COMB6 EQX 1.000000

COMB6 EQY 0.300000




COMB7 EQX 1.000000

COMB7 EQY -0.300000




COMB8 EQX -1.000000

COMB8 EQY 0.300000




COMB9 EQX -1.000000

COMB9 EQY -0.300000




COMB10 EQX 0.300000

COMB10 EQY 1.000000




COMB11 EQX -0.300000

COMB11 EQY 1.000000




COMB12 EQX 0.300000

COMB12 EQY -1.000000


Page 13 of 22


Table 23: Combination Definitions

ComboName ComboType CaseName ScaleFactor



COMB13 EQX -0.300000

COMB13 EQY -1.000000




COMB14 EQX 1.000000



COMB15 EQX -1.000000



COMB16 EQY 1.000000



COMB17 EQY -1.000000




Page 14 of 22


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 24: Assembled Joint MassesTable 24: Assembled Joint Masses


Tonf-s2/cm Tonf-s2/cm Tonf-s2/cm Tonf-cm-s2 Tonf-cm-s2 Tonf-cm-s2

1 9.153E-05 9.153E-05 9.153E-05 0.000 0.000 0.000

2 9.153E-05 9.153E-05 9.153E-05 0.000 0.000 0.000

3 0.00043 0.00043 0.00043 0.000 0.000 0.000

4 0.00043 0.00043 0.00043 0.000 0.000 0.000

5 0.00030 0.00030 0.00030 0.000 0.000 0.000

6 0.00030 0.00030 0.00030 0.000 0.000 0.000

7 0.00022 0.00022 0.00022 0.000 0.000 0.000

8 0.00015 0.00015 0.00015 0.000 0.000 0.000

9 0.00012 0.00012 0.00012 0.000 0.000 0.000

10 0.00015 0.00015 0.00015 0.000 0.000 0.000

11 0.00012 0.00012 0.00012 0.000 0.000 0.000

12 0.00015 0.00015 0.00015 0.000 0.000 0.000

13 0.00012 0.00012 0.00012 0.000 0.000 0.000

14 0.00015 0.00015 0.00015 0.000 0.000 0.000

15 0.00012 0.00012 0.00012 0.000 0.000 0.000

Page 15 of 22


Table 24: Assembled Joint Masses


Tonf-s2/cm Tonf-s2/cm Tonf-s2/cm Tonf-cm-s2 Tonf-cm-s2 Tonf-cm-s2

16 0.00015 0.00015 0.00015 0.000 0.000 0.000

17 0.00012 0.00012 0.00012 0.000 0.000 0.000

18 0.00014 0.00014 0.00014 0.000 0.000 0.000

19 0.00022 0.00022 0.00022 0.000 0.000 0.000

20 0.00015 0.00015 0.00015 0.000 0.000 0.000

21 0.00015 0.00015 0.00015 0.000 0.000 0.000

22 0.00015 0.00015 0.00015 0.000 0.000 0.000

23 0.00015 0.00015 0.00015 0.000 0.000 0.000

24 0.00015 0.00015 0.00015 0.000 0.000 0.000

25 0.00014 0.00014 0.00014 0.000 0.000 0.000

26 0.00022 0.00022 0.00022 0.000 0.000 0.000

27 0.00015 0.00015 0.00015 0.000 0.000 0.000

28 0.00015 0.00015 0.00015 0.000 0.000 0.000

29 0.00015 0.00015 0.00015 0.000 0.000 0.000

30 0.00015 0.00015 0.00015 0.000 0.000 0.000

31 0.00015 0.00015 0.00015 0.000 0.000 0.000

32 0.00014 0.00014 0.00014 0.000 0.000 0.000

33 0.00022 0.00022 0.00022 0.000 0.000 0.000

34 0.00015 0.00015 0.00015 0.000 0.000 0.000

35 0.00015 0.00015 0.00015 0.000 0.000 0.000

36 0.00015 0.00015 0.00015 0.000 0.000 0.000

37 0.00015 0.00015 0.00015 0.000 0.000 0.000

38 0.00015 0.00015 0.00015 0.000 0.000 0.000

39 0.00014 0.00014 0.00014 0.000 0.000 0.000

40 0.00022 0.00022 0.00022 0.000 0.000 0.000

41 0.00015 0.00015 0.00015 0.000 0.000 0.000

42 0.00015 0.00015 0.00015 0.000 0.000 0.000

43 0.00015 0.00015 0.00015 0.000 0.000 0.000

44 0.00015 0.00015 0.00015 0.000 0.000 0.000

45 0.00015 0.00015 0.00015 0.000 0.000 0.000

46 0.00014 0.00014 0.00014 0.000 0.000 0.000

47 0.00012 0.00012 0.00012 0.000 0.000 0.000

48 0.00012 0.00012 0.00012 0.000 0.000 0.000

49 0.00012 0.00012 0.00012 0.000 0.000 0.000

50 0.00012 0.00012 0.00012 0.000 0.000 0.000

51 0.00012 0.00012 0.00012 0.000 0.000 0.000

7.2. Base reactions

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

9. Frame resultsThis section provides frame force results.

10. Area resultsThis section provides area results, including items such as forces and stresses.

Page 16 of 22


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

Table 25: Material List 2 - By Section PropertyTable 25: Material List 2 - By Section Property

Section ObjectType NumPieces TotalLength TotalWeight

cm Tonf

C35X35 Frame 2 400.000 1.1774

20X20 Frame 1 388.000 0.3729

C 20X20 Frame 2 560.000 0.5382

30x30 Frame 1 388.000 0.8390

MURO Area 5.2207

12. 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.

12.1. Steel design

Table 26: Preferences - Steel Design - AISC-LRFD99, Part 1 of 2Table 26: Preferences - Steel Design - AISC-LRFD99, Part 1 of 2

FrameType PatLLF SRatioLimit

SeisCat PlugWeld PhiB PhiC PhiTY PhiTF

IMF 0.750000 0.950000 E Yes 0.900000 0.850000 0.900000 0.750000

Table 26: Preferences - Steel Design - AISC-LRFD99, Part 2 of 2Table 26: Preferences - Steel Design - AISC-LRFD99, Part 2 of 2

PhiV PhiVT PhiCA DLRat SDLAndLLRat LLRat TotalRat NetRat

0.900000 0.750000 0.900000 120.000000

120.000000 360.000000

240.000000

240.000000

12.2. Concrete design

Table 27: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2Table 27: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of

2

MinEccen PatLLF UFLimit SeisCat PhiT

Yes 0.750000 0.950000 E 0.900000

Page 17 of 22


Table 27: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2Table 27: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of

2

PhiCTied PhiCSpiral PhiV PhiVSeismic

PhiVJoint

0.650000 0.700000 0.750000 0.600000 0.850000

12.3. Aluminum design

Table 28: Preferences - Aluminum Design - AA-ASD 2000Table 28: Preferences - Aluminum Design - AA-ASD 2000

FrameType SRatioLimit LatFact UseLatFact

Moment Frame 1.000000 1.333333 No

12.4. Cold formed design

Table 29: Preferences - Cold Formed Design - AISI-LRFD96Table 29: Preferences - Cold Formed Design - AISI-LRFD96

FrameType SRatioLimit

PhiBS PhiBUS PhiBLTB PhiVS PhiVNS PhiT PhiC

Braced Frame 1.000000 0.950000 0.900000 0.900000 0.900000 1.000000 0.950000 0.850000

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


Table 30: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2Table 30: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2

Frame DesignSect FrameType RLLF XLMajor XLMinor XKMajor XKMinor

1 Program Determined

Program Determined

0.000000 0.000000 0.000000


Program Determined

0.000000 0.000000 0.000000


Program Determined

0.000000 0.000000 0.000000 0.000000 0.000000


Program Determined

0.000000 0.000000 0.000000 0.000000 0.000000


Program Determined

0.000000 0.000000 0.000000 0.000000 0.000000


Program Determined

0.000000 0.000000 0.000000 0.000000 0.000000

Page 18 of 22


Table 30: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2Table 30: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2

Frame CmMajor CmMinor DnsMajor DnsMinor DsMajor DsMinor

1

2

3 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

5 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

6 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

14. 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.


Table 31: Concrete Design 1 - Column Summary Data - ACI 318-05/IBC2003, Part 1 of 2Table 31: Concrete Design 1 - Column Summary Data - ACI 318-05/IBC2003, Part 1 of 2

Frame Location DesignSect PMMCombo PMMArea PMMRatio VMajCombo VMajRebar

cm cm2 cm2/cm

3 0.000 C 20X20 COMB18 4.0000 COMB7 0.0168

3 46.667 C 20X20 COMB18 4.0000 COMB7 0.0168

3 46.667 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

3 93.333 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

3 93.333 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

3 140.000 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

3 140.000 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

3 186.667 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

3 186.667 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

3 233.333 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

3 233.333 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

3 280.000 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

4 0.000 C 20X20 COMB18 4.0000 COMB9 0.0168

4 46.667 C 20X20 COMB18 4.0000 COMB9 0.0168

4 46.667 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

4 93.333 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

4 93.333 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

4 140.000 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

4 140.000 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

4 186.667 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

4 186.667 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

4 233.333 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

4 233.333 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

4 280.000 C 20X20 COMB18 4.0000 COMB17 (Sp) 0.0167

5 0.000 C35X35 COMB12 19.3586 COMB9 0.0345

5 100.000 C35X35 COMB17 12.3888 COMB9 0.0345

5 200.000 C35X35 COMB18 12.2500 COMB9 0.0345

6 0.000 C35X35 COMB13 19.3586 COMB7 0.0345

6 100.000 C35X35 COMB16 12.3888 COMB7 0.0345

6 200.000 C35X35 COMB18 12.2500 COMB7 0.0345

Page 19 of 22


Table 31: Concrete Design 1 - Column Summary Data - ACI 318-05/IBC2003, Part 2 of 2Table 31: Concrete Design 1 - Column Summary Data - ACI 318-05/IBC2003, Part 2 of 2

Frame VMinCombo VMinRebar

Status ErrMsg WarnMsg

cm2/cm

3 COMB17 0.0290 No Messages No Messages No Messages






























Table 32: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 1 of 3Table 32: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 1 of 3

Frame Location DesignSect FTopCombo FTopArea FBotCombo FBotArea

cm cm2 cm2

1 0.000 20X20 COMB9 0.0114 COMB9 (Sp) 0.0057

1 32.333 20X20 COMB9 (Sp) 0.0028 COMB7 0.0100

1 64.667 20X20 COMB9 0.0144 COMB9 (Sp) 0.0028

1 64.667 20X20 COMB1 0.0158 COMB9 (Sp) 0.0028

1 97.000 20X20 COMB9 (Sp) 0.0028 COMB9 0.0096

1 129.333 20X20 COMB7 0.0135 COMB15 0.0033

1 129.333 20X20 COMB9 0.0188 COMB9 (Sp) 0.0028

1 161.667 20X20 COMB9 (Sp) 0.0028 COMB7 0.0137

1 194.000 20X20 COMB9 0.0100 COMB9 (Sp) 0.0028

1 194.000 20X20 COMB7 0.0100 COMB9 (Sp) 0.0028

1 226.333 20X20 COMB9 (Sp) 0.0028 COMB9 0.0137

1 258.667 20X20 COMB7 0.0188 COMB9 (Sp) 0.0028

1 258.667 20X20 COMB9 0.0135 COMB14 0.0033

1 291.000 20X20 COMB9 (Sp) 0.0028 COMB7 0.0096

1 323.333 20X20 COMB1 0.0158 COMB9 (Sp) 0.0028

1 323.333 20X20 COMB7 0.0144 COMB9 (Sp) 0.0028

1 355.667 20X20 COMB9 (Sp) 0.0028 COMB9 0.0100

Page 20 of 22


Table 32: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 1 of 3

Frame Location DesignSect FTopCombo FTopArea FBotCombo FBotArea

cm cm2 cm2

1 388.000 20X20 COMB7 0.0114 COMB7 (Sp) 0.0057

2 0.000 30x30 COMB9 2.2702 COMB14 1.9740

2 32.333 30x30 COMB9 1.0397 COMB14 1.0242

2 64.667 30x30 COMB9 (Sp) 0.5555 COMB9 (Sp) 0.5555

2 64.667 30x30 COMB9 (Sp) 0.5555 COMB9 (Sp) 0.5555

2 97.000 30x30 COMB9 (Sp) 0.5555 COMB9 (Sp) 0.5555

2 129.333 30x30 COMB9 (Sp) 0.5555 COMB9 (Sp) 0.5555

2 129.333 30x30 COMB9 (Sp) 0.5555 COMB9 (Sp) 0.5555

2 161.667 30x30 COMB9 (Sp) 0.5555 COMB9 (Sp) 0.5555

2 194.000 30x30 COMB9 (Sp) 0.5555 COMB9 (Sp) 0.5555

2 194.000 30x30 COMB9 (Sp) 0.5555 COMB9 (Sp) 0.5555

2 226.333 30x30 COMB9 (Sp) 0.5555 COMB9 (Sp) 0.5555

2 258.667 30x30 COMB9 (Sp) 0.5555 COMB9 (Sp) 0.5555

2 258.667 30x30 COMB9 (Sp) 0.5555 COMB9 (Sp) 0.5555

2 291.000 30x30 COMB9 (Sp) 0.5555 COMB9 (Sp) 0.5555

2 323.333 30x30 COMB9 (Sp) 0.5555 COMB9 (Sp) 0.5555

2 323.333 30x30 COMB9 (Sp) 0.5555 COMB9 (Sp) 0.5555

2 355.667 30x30 COMB7 1.0397 COMB15 1.0242

2 388.000 30x30 COMB7 2.2702 COMB15 1.9740


Frame VCombo VRebar TLngCombo TLngArea TTrnCombo TTrnRebar

cm2/cm cm2 cm2/cm

1 COMB18 0.0000 COMB18 0.0000 COMB18 0.0000

1 COMB18 0.0000 COMB18 0.0000 COMB18 0.0000

1 COMB18 0.0000 COMB18 0.0000 COMB18 0.0000

1 COMB18 0.0000 COMB18 0.0000 COMB18 0.0000

1 COMB18 0.0000 COMB18 0.0000 COMB18 0.0000

1 COMB18 0.0000 COMB18 0.0000 COMB18 0.0000

1 COMB18 0.0000 COMB18 0.0000 COMB18 0.0000

1 COMB18 0.0000 COMB18 0.0000 COMB18 0.0000

1 COMB18 0.0000 COMB18 0.0000 COMB18 0.0000

1 COMB18 0.0000 COMB18 0.0000 COMB18 0.0000

1 COMB18 0.0000 COMB18 0.0000 COMB18 0.0000

1 COMB18 0.0000 COMB18 0.0000 COMB18 0.0000

1 COMB18 0.0000 COMB18 0.0000 COMB18 0.0000

1 COMB18 0.0000 COMB18 0.0000 COMB18 0.0000

1 COMB18 0.0000 COMB18 0.0000 COMB18 0.0000

1 COMB18 0.0000 COMB18 0.0000 COMB18 0.0000

1 COMB18 0.0000 COMB18 0.0000 COMB18 0.0000

1 COMB18 0.0000 COMB18 0.0000 COMB18 0.0000

2 COMB9 0.0418 COMB17 4.9602 COMB17 0.0587

2 COMB9 0.0404 COMB17 4.9602 COMB17 0.0587

2 COMB9 0.0390 COMB17 4.9602 COMB17 0.0587

2 COMB15 (Sp) 0.0250 COMB17 2.5710 COMB17 0.0182

2 COMB15 (Sp) 0.0250 COMB17 2.5710 COMB17 0.0182

2 COMB15 (Sp) 0.0250 COMB17 2.5710 COMB17 0.0182

2 COMB17 (Sp) 0.0250 COMB18 0.0000 COMB18 0.0000

2 COMB17 (Sp) 0.0250 COMB18 0.0000 COMB18 0.0000

2 COMB17 (Sp) 0.0250 COMB18 0.0000 COMB18 0.0000

2 COMB17 (Sp) 0.0250 COMB18 0.0000 COMB18 0.0000

2 COMB17 (Sp) 0.0250 COMB18 0.0000 COMB18 0.0000

2 COMB17 (Sp) 0.0250 COMB18 0.0000 COMB18 0.0000

2 COMB15 (Sp) 0.0250 COMB17 2.5710 COMB17 0.0182

2 COMB15 (Sp) 0.0250 COMB17 2.5710 COMB17 0.0182

2 COMB15 (Sp) 0.0250 COMB17 2.5710 COMB17 0.0182

Page 21 of 22


Table 32: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 2 of 3

Frame VCombo VRebar TLngCombo TLngArea TTrnCombo TTrnRebar

cm2/cm cm2 cm2/cm

2 COMB7 0.0390 COMB17 4.9602 COMB17 0.0587

2 COMB7 0.0404 COMB17 4.9602 COMB17 0.0587

2 COMB7 0.0418 COMB17 4.9602 COMB17 0.0587


Frame Status ErrMsg WarnMsg

1 No Messages No Messages No Messages




































Page 22 of 22

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