License #2003F

SAP2000 Analysis Report

Prepared by

Toshiba

Model Name: ejercicio 1.sdb

28 noviembre 2013

ejercicio 1.sdb SAP2000 v15.1.0 - License #2003F

Contents 28 noviembre 2013

Toshiba Page 2 of 3

Contents

1. Model geometry 3

1.1. Joint coordinates 3

1.2. Joint restraints 3

1.3. Element connectivity 3

2. Material properties 3

3. Section properties 3

3.1. Frames 3

4. Load patterns 3

4.1. Definitions 3

5. Load cases 3

5.1. Definitions 3

5.2. Static case load assignments 3

5.3. Response spectrum case load assignments 3

6. Structure results 3

6.1. Mass summary 3

6.2. Modal results 3

6.3. Base reactions 3

7. Joint results 3

8. Frame results 3

9. Material take-off 3

10. Design preferences 3

10.1. Steel design 3

10.2. Concrete design 3

10.3. Aluminum design 3

10.4. Cold formed design 3

List of Figures

Figure 1: Finite element model 3

Figure 2: Deformed shape 3

List of Tables

Table 1: Joint Coordinates 3

Table 2: Joint Restraint Assignments 3

Table 3: Connectivity - Frame 3

Table 4: Frame Section Assignments 3

Table 5: Material Properties 02 - Basic Mechanical Properties 3

Table 6: Material Properties 03a - Steel Data 3

Table 7: Material Properties 03b - Concrete Data 3

Table 8: Frame Section Properties 01 - General, Part 1 of 4 3

Table 8: Frame Section Properties 01 - General, Part 2 of 4 3

Table 8: Frame Section Properties 01 - General, Part 3 of 4 3

Table 8: Frame Section Properties 01 - General, Part 4 of 4 3

Table 9: Load Pattern Definitions 3

Table 10: Load Case Definitions 3

Table 11: Case - Static 1 - Load Assignments 3

Table 12: Function - Response Spectrum - User 3

Table 13: Assembled Joint Masses 3

Table 14: Modal Participating Mass Ratios 3

Table 15: Base Reactions 3

Table 16: Joint Displacements 3

Table 17: Joint Reactions 3

Table 18: Element Forces - Frames, Part 1 of 2 3

Table 18: Element Forces - Frames, Part 2 of 2 3

Table 19: Material List 2 - By Section Property 3

Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3 3

Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3 3

Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3 3

Table 21: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 3

Table 21: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 3

Table 22: Preferences - Aluminum Design - AA-ASD 2000 3

Table 23: Preferences - Cold Formed Design - AISI-ASD96 3

1. Model geometry

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

XYX

Z

Y

Z

X

Y

X

Z

Y

Z

Figure 1: Finite element model

1.1. Joint coordinates

Table 1: Joint Coordinates

Table 1: Joint Coordinates

Joint

CoordSys

CoordType

GlobalX

GlobalY

GlobalZ

m

m

m

1

GLOBAL

Cartesian

-6.00000

0.00000

0.00000

2

GLOBAL

Cartesian

0.00000

0.00000

0.00000

3

GLOBAL

Cartesian

6.00000

0.00000

0.00000

1.2. Joint restraints

Table 2: Joint Restraint Assignments

Table 2: Joint Restraint Assignments

Joint

U1

U2

U3

R1

R2

R3

1

No

No

Yes

No

No

No

3

Yes

Yes

Yes

Yes

Yes

Yes

1.3. Element connectivity

Table 3: Connectivity - Frame

Table 3: Connectivity - Frame

Frame

JointI

JointJ

Length

m

1

1

2

6.00000

2

2

3

6.00000

Table 4: Frame Section Assignments

Table 4: Frame Section Assignments

Frame

AnalSect

DesignSect

MatProp

1

FSEC1

N.A.

Default

2

FSEC1

N.A.

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

N/m3

Kg/m3

N/m2

N/m2

1/C

4000Psi

2.3563E+04

2.4028E+03

2.486E+10

1.036E+10

0.200000

9.9000E-06

A992Fy50

7.6973E+04

7.8490E+03

1.999E+11

7.690E+10

0.300000

1.1700E-05

Table 6: Material Properties 03a - Steel Data

Table 6: Material Properties 03a - Steel Data

Material

Fy

Fu

FinalSlope

N/m2

N/m2

A992Fy50

344737894.

448159263.

-0.100000

Table 7: Material Properties 03b - Concrete Data

Table 7: Material Properties 03b - Concrete Data

Material

Fc

FinalSlope

N/m2

4000Psi

27579031.56

-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

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

SectionName

Material

Shape

t3

t2

tf

tw

t2b

tfb

m

m

m

m

m

m

FSEC1

A992Fy50

I/Wide Flange

0.304800

0.127000

0.009652

0.006350

0.127000

0.009652

Table 8: Frame Section Properties 01 - General, Part 2 of 4

Table 8: Frame Section Properties 01 - General, Part 2 of 4

SectionName

Area

TorsConst

I33

I22

AS2

AS3

m2

m4

m4

m4

m2

m2

FSEC1

0.004265

9.651E-08

0.000066

3.301E-06

0.001935

0.002043

Table 8: Frame Section Properties 01 - General, Part 3 of 4

Table 8: Frame Section Properties 01 - General, Part 3 of 4

SectionName

S33

S22

Z33

Z22

R33

R22

m3

m3

m3

m3

m

m

FSEC1

0.000431

0.000052

0.000491

0.000081

0.124145

0.027823

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

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

SectionName

AMod

A2Mod

A3Mod

JMod

I2Mod

I3Mod

MMod

WMod

FSEC1

1.000000

1.000000

1.000000

1.000000

1.000000

1.000000

1.000000

1.000000

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.

5.1. Definitions

Table 10: Load Case Definitions

Table 10: Load Case Definitions

Case

Type

InitialCond

ModalCase

BaseCase

DesActOpt

DesignAct

DEAD

LinStatic

Zero

Prog Det

Non-Composite

MODAL

LinModal

Zero

Prog Det

Other

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

1.000000

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

0.000000

1.000000

0.050000

UNIFRS

1.000000

1.000000

6. Structure results

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

XYX

Z

Y

Z

X

Y

X

Z

Y

Z

Figure 2: Deformed shape

6.1. Mass summary

Table 13: Assembled Joint Masses

Table 13: Assembled Joint Masses

Joint

U1

U2

U3

R1

R2

R3

Kg

Kg

Kg

N-m-s2

N-m-s2

N-m-s2

1

100.42

100.42

100.42

0.00

0.00

0.00

2

200.83

200.83

200.83

0.00

0.00

0.00

3

100.42

100.42

100.42

0.00

0.00

0.00

6.2. Modal results

Table 14: Modal Participating Mass Ratios

Table 14: Modal Participating Mass Ratios

OutputCase

StepNum

Period

UX

UY

UZ

SumUX

SumUY

SumUZ

Sec

MODAL

1.000000

2.041467

0.00

0.75

0.00

0.00

0.75

0.00

MODAL

2.000000

0.396471

0.00

0.25

0.00

0.00

1.00

0.00

MODAL

3.000000

0.098411

0.00

0.00

1.00

0.00

1.00

1.00

MODAL

4.000000

0.009759

0.97

0.00

0.00

0.97

1.00

1.00

MODAL

5.000000

0.004042

2.860E-02

0.00

0.00

1.00

1.00

1.00

6.3. Base reactions

Table 15: Base Reactions

Table 15: Base Reactions

OutputCase

GlobalFX

GlobalFY

GlobalFZ

GlobalMX

GlobalMY

GlobalMZ

N

N

N

N-m

N-m

N-m

DEAD

0.00

0.00

4039.02

0.00

-100.00

0.00

7. Joint results

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

Table 16: Joint Displacements

Table 16: Joint Displacements

Joint

OutputCase

U1

U2

U3

R1

R2

R3

m

m

m

Radians

Radians

Radians

1

DEAD

0.000000

0.000000

0.000000

0.000000

0.000928

0.000000

2

DEAD

0.000000

0.000000

-0.002822

0.000000

-0.000227

0.000000

3

DEAD

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

Table 17: Joint Reactions

Table 17: Joint Reactions

Joint

OutputCase

F1

F2

F3

M1

M2

M3

N

N

N

N-m

N-m

N-m

1

DEAD

0.00

0.00

1505.55

0.00

0.00

0.00

3

DEAD

0.00

0.00

2533.47

0.00

6067.50

0.00

8. Frame results

This section provides frame force results.

Table 18: Element Forces - Frames, Part 1 of 2

Table 18: Element Forces - Frames, Part 1 of 2

Frame

Station

OutputCase

P

V2

V3

m

N

N

N

1

0.00000

DEAD

0.00

-1505.55

0.00

1

0.50000

DEAD

0.00

-1341.42

0.00

1

1.00000

DEAD

0.00

-1177.30

0.00

1

1.50000

DEAD

0.00

-1013.17

0.00

1

2.00000

DEAD

0.00

-849.05

0.00

1

2.50000

DEAD

0.00

-679.92

0.00

1

3.00000

DEAD

0.00

-510.80

0.00

1

3.50000

DEAD

0.00

-341.67

0.00

1

4.00000

DEAD

0.00

-172.54

0.00

1

4.50000

DEAD

0.00

-3.42

0.00

1

5.00000

DEAD

0.00

165.71

0.00

1

5.50000

DEAD

0.00

334.83

0.00

1

6.00000

DEAD

0.00

503.96

0.00

2

0.00000

DEAD

0.00

503.96

0.00

2

0.50000

DEAD

0.00

673.08

0.00

2

1.00000

DEAD

0.00

842.21

0.00

2

1.50000

DEAD

0.00

1011.34

0.00

2

2.00000

DEAD

0.00

1180.46

0.00

2

2.50000

DEAD

0.00

1349.59

0.00

2

3.00000

DEAD

0.00

1518.71

0.00

2

3.50000

DEAD

0.00

1687.84

0.00

2

4.00000

DEAD

0.00

1856.96

0.00

2

4.50000

DEAD

0.00

2026.09

0.00

2

5.00000

DEAD

0.00

2195.22

0.00

2

5.50000

DEAD

0.00

2364.34

0.00

2

6.00000

DEAD

0.00

2533.47

0.00

Table 18: Element Forces - Frames, Part 2 of 2

Table 18: Element Forces - Frames, Part 2 of 2

Frame

Station

OutputCase

T

M2

M3

m

N-m

N-m

N-m

1

0.00000

DEAD

0.00

0.00

0.00

1

0.50000

DEAD

0.00

0.00

711.74

1

1.00000

DEAD

0.00

0.00

1341.42

1

1.50000

DEAD

0.00

0.00

1889.04

1

2.00000

DEAD

0.00

0.00

2354.60

1

2.50000

DEAD

0.00

0.00

2736.84

1

3.00000

DEAD

0.00

0.00

3034.52

1

3.50000

DEAD

0.00

0.00

3247.63

1

4.00000

DEAD

0.00

0.00

3376.19

1

4.50000

DEAD

0.00

0.00

3420.18

1

5.00000

DEAD

0.00

0.00

3379.61

1

5.50000

DEAD

0.00

0.00

3254.47

1

6.00000

DEAD

0.00

0.00

3044.77

2

0.00000

DEAD

0.00

0.00

3044.77

2

0.50000

DEAD

0.00

0.00

2750.51

2

1.00000

DEAD

0.00

0.00

2371.69

2

1.50000

DEAD

0.00

0.00

1908.30

2

2.00000

DEAD

0.00

0.00

1360.35

2

2.50000

DEAD

0.00

0.00

727.84

2

3.00000

DEAD

0.00

0.00

10.77

2

3.50000

DEAD

0.00

0.00

-790.87

2

4.00000

DEAD

0.00

0.00

-1677.07

2

4.50000

DEAD

0.00

0.00

-2647.84

2

5.00000

DEAD

0.00

0.00

-3703.16

2

5.50000

DEAD

0.00

0.00

-4843.05

2

6.00000

DEAD

0.00

0.00

-6067.50

9. Material take-off

This section provides a material take-off.

Table 19: Material List 2 - By Section Property

Table 19: Material List 2 - By Section Property

Section

ObjectType

NumPieces

TotalLength

TotalWeight

m

N

FSEC1

Frame

2

12.00000

3939.02

10. 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.

10.1. Steel design

Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3

Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3

FrameType

PatLLF

SRatioLimit

SDC

ImpFactor

SystemRho

SystemSds

SystemR

SystemCd

SMF

0.750000

0.950000

D

1.000000

1.000000

0.500000

8.000000

5.500000

Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3

Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3

Omega0

NLCoeff

PhiB

PhiC

PhiTY

PhiTF

PhiV

PhiVRolledI

PhiVT

3.000000

0.002000

0.900000

0.900000

0.900000

0.750000

0.900000

1.000000

0.900000

Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3

Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3

PlugWeld

HSSWelding

HSSReduceT

DLRat

SDLAndLLRat

LLRat

TotalRat

NetRat

Yes

ERW

No

120.000000

120.000000

360.000000

240.000000

240.000000

10.2. Concrete design

Table 21: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2

Table 21: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2

MinEccen

PatLLF

UFLimit

SeisCat

Yes

0.750000

0.950000

D

Table 21: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2

Table 21: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2

PhiT

PhiCTied

PhiCSpiral

PhiV

PhiVSeismic

PhiVJoint

0.900000

0.650000

0.700000

0.750000

0.600000

0.850000

10.3. Aluminum design

Table 22: Preferences - Aluminum Design - AA-ASD 2000

Table 22: Preferences - Aluminum Design - AA-ASD 2000

FrameType

SRatioLimit

LatFact

UseLatFact

Moment Frame

1.000000

1.333333

No

10.4. Cold formed design

Table 23: Preferences - Cold Formed Design - AISI-ASD96

Table 23: 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