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Beban Merata 4

This document contains tables summarizing the inputs and outputs of a structural analysis model. It includes tables describing the model geometry, materials, loads, analysis cases, and results including member forces and stresses. The model contains a 3D frame structure with beam elements analyzed for static loading.

Uploaded by

Anggreni Putri
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
45 views101 pages

Beban Merata 4

This document contains tables summarizing the inputs and outputs of a structural analysis model. It includes tables describing the model geometry, materials, loads, analysis cases, and results including member forces and stresses. The model contains a 3D frame structure with beam elements analyzed for static loading.

Uploaded by

Anggreni Putri
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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TABLE: Active Degrees of Freedom

UX
UY
UZ
RX
Yes/No
Yes/No
Yes/No
Yes/No
Yes
Yes
Yes
Yes

RY
Yes/No
Yes

RZ
Yes/No
Yes

TABLE: Base Reactions


OutputCase CaseType GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY
Text
Text
N
N
N
N-m
N-m
DEAD
LinStatic
10
0
49.995
0
-499.95

GlobalMZ GlobalX
GlobalY
GlobalZ XCentroidFX YCentroidFX ZCentroidFX
N-m
m
m
m
m
m
m
0
0
0
0
-2.08E-17
0
0

XCentroidFY YCentroidFY ZCentroidFY XCentroidFZ YCentroidFZ ZCentroidFZ


m
m
m
m
m
m
0
0
0
10
0
0

ntroidFZ

TABLE: Bridge Design Preferences - AASHTOLRFD07


HingeOpt
Text
Auto: AASHTO/Caltrans Hinge

TABLE: Bridge Preferences


NorthAngle MaxDiscCurv
Degrees
Degrees
90
1

TABLE: Case - Modal 1 - General


Case
ModeType MaxNumModes MinNumModes EigenShift EigenCutof
Text
Text
Unitless
Unitless
Cyc/sec
Cyc/sec
MODAL
Eigen
12
1
0
0

EigenTol
AutoShift
Unitless
Text
0.000000001 Yes

TABLE: Case - Static 1 - Load Assignments


Case
LoadType LoadName LoadSF
Text
Text
Text
Unitless
DEAD
Load pattern DEAD
1

TABLE: Connectivity - Frame


Frame
JointI
JointJ
IsCurved
Text
Text
Text
Yes/No
4
5
6 No
5
6
7 No
6
7
8 No

Length
m

CentroidX CentroidY
m
m
5
2.5
0
10
10
0
5
17.5
0

CentroidZ
m
0
0
0

GUID
Text

TABLE: Coordinate Systems


Name
Type
X
Text
Text
m
GLOBAL
Cartesian
0

Y
m

Z
m
0

AboutZ
Degrees
0

AboutY
Degrees
0

AboutX
Degrees
0

TABLE: Database Format Types


UnitsCurr OverrideE
Yes/No
Yes/No
Yes
No

TABLE: Element Forces - Frames


Frame
Station OutputCase CaseType
Text
m
Text
Text
4
0 DEAD
LinStatic
4
0.5 DEAD
LinStatic
4
1 DEAD
LinStatic
4
1.5 DEAD
LinStatic
4
2 DEAD
LinStatic
4
2.5 DEAD
LinStatic
4
3 DEAD
LinStatic
4
3.5 DEAD
LinStatic
4
4 DEAD
LinStatic
4
4.5 DEAD
LinStatic
4
5 DEAD
LinStatic
5
0 DEAD
LinStatic
5
0.5 DEAD
LinStatic
5
1 DEAD
LinStatic
5
1.5 DEAD
LinStatic
5
2 DEAD
LinStatic
5
2.5 DEAD
LinStatic
5
3 DEAD
LinStatic
5
3.5 DEAD
LinStatic
5
4 DEAD
LinStatic
5
4.5 DEAD
LinStatic
5
5 DEAD
LinStatic
5
5.5 DEAD
LinStatic
5
6 DEAD
LinStatic
5
6.5 DEAD
LinStatic
5
7 DEAD
LinStatic
5
7.5 DEAD
LinStatic
5
8 DEAD
LinStatic
5
8.5 DEAD
LinStatic
5
9 DEAD
LinStatic
5
9.5 DEAD
LinStatic
5
10 DEAD
LinStatic
6
0 DEAD
LinStatic
6
0.5 DEAD
LinStatic
6
1 DEAD
LinStatic
6
1.5 DEAD
LinStatic
6
2 DEAD
LinStatic
6
2.5 DEAD
LinStatic
6
3 DEAD
LinStatic
6
3.5 DEAD
LinStatic
6
4 DEAD
LinStatic
6
4.5 DEAD
LinStatic
6
5 DEAD
LinStatic

P
N
-10
-10
-10
-10
-10
-10
-10
-10
-10
-10
-10
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
0
0
0
0
0
0
0
0
0
0
0

V2
N
-24.9975
-24.914175
-24.6642
-24.247575
-23.6643
-22.914375
-21.9978
-20.914575
-19.6647
-18.248175
-16.665
-16.665
-14.9985
-13.332
-11.6655
-9.999
-8.3325
-6.666
-4.9995
-3.333
-1.6665
-6.22E-15
1.6665
3.333
4.9995
6.666
8.3325
9.999
11.6655
13.332
14.9985
16.665
16.665
18.248175
19.6647
20.914575
21.9978
22.914375
23.6643
24.247575
24.6642
24.914175
24.9975

V3
N
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

T
N-m

M2
N-m
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

M3
FrameElem ElemStation
N-m
Text
m
-3.41E-13
1-Apr
0
12.4848625
1-Apr
0.5
24.8864
1-Apr
1
37.1212875
1-Apr
1.5
49.1062
1-Apr
2
60.7578125
1-Apr
2.5
71.9928
1-Apr
3
82.7278375
1-Apr
3.5
92.8796
1-Apr
4
102.3647625
1-Apr
4.5
111.1
1-Apr
5
111.1
1-May
0
119.015875
1-May
0.5
126.0985
1-May
1
132.347875
1-May
1.5
137.764
1-May
2
142.346875
1-May
2.5
146.0965
1-May
3
149.012875
1-May
3.5
151.096
1-May
4
152.345875
1-May
4.5
152.7625
1-May
5
152.345875
1-May
5.5
151.096
1-May
6
149.012875
1-May
6.5
146.0965
1-May
7
142.346875
1-May
7.5
137.764
1-May
8
132.347875
1-May
8.5
126.0985
1-May
9
119.015875
1-May
9.5
111.1
1-May
10
111.1
1-Jun
0
102.3647625
1-Jun
0.5
92.8796
1-Jun
1
82.7278375
1-Jun
1.5
71.9928
1-Jun
2
60.7578125
1-Jun
2.5
49.1062
1-Jun
3
37.1212875
1-Jun
3.5
24.8864
1-Jun
4
12.4848625
1-Jun
4.5
1.88E-15
1-Jun
5

TABLE: Element Joint Forces - Frames


Frame
Joint
OutputCase CaseType
Text
Text
Text
Text
4
5 DEAD
LinStatic
4
6 DEAD
LinStatic
5
6 DEAD
LinStatic
5
7 DEAD
LinStatic
6
7 DEAD
LinStatic
6
8 DEAD
LinStatic

F1
N

F2
N
10
-10
5
-5
0
0

0
0
0
0
0
0

F3
N
24.9975
-16.665
16.665
16.665
-16.665
24.9975

M1
N-m
0
0
0
0
0
0

M2
N-m
-2.88E-13
-111.1
111.1
-111.1
111.1
-9.24E-14

M3
N-m

FrameElem
Text
0
1
0
1
0
2
0
2
0
3
0
3

TABLE: Frame Auto Mesh Assignments


Frame AutoMesh AtJoints AtFrames NumSegments MaxLength MaxDegrees
Text
Yes/No
Yes/No
Yes/No
Unitless
m
Degrees
4 Yes
Yes
No
0
0
0
5 Yes
Yes
No
0
0
0
6 Yes
Yes
No
0
0
0

TABLE: Frame Design Procedures


Frame
DesignProc
Text
Text
4 From Material
5 From Material
6 From Material

TABLE: Frame Loads - Distributed


Frame
LoadPat CoordSys
Type
Text
Text
Text
Text
4 DEAD
GLOBAL
Force
5 DEAD
GLOBAL
Force
6 DEAD
GLOBAL
Force

Dir
Text
Gravity
Gravity
Gravity

DistType
Text
RelDist
RelDist
RelDist

RelDistA
Unitless
0
0
0

RelDistB AbsDistA AbsDistB FOverLA FOverLB


Unitless
m
m
N/m
N/m
1
0
5
0
3.333
1
0
10
3.333
3.333
1
0
5
3.333
0

GUID
Text

TABLE: Frame Output Station Assignments


Frame StationType MinNumSta MaxStaSpcg AddAtElmInt
Text
Text
Unitless
m
Yes/No
4 MaxStaSpcg
0.5 Yes
5 MaxStaSpcg
0.5 Yes
6 MaxStaSpcg
0.5 Yes

AddAtPtLoad
Yes/No
Yes
Yes
Yes

TABLE: Frame Section Properties 01 - General


SectionName Material
Shape
t3
Text
Text
Text
m
beam
0 I/Wide Flange
0.3048
FSEC1
A992Fy50 I/Wide Flange
0.3048

t2
m
0.127
0.127

tf
m
0.009652
0.009652

tw
m
0.00635
0.00635

t2b
m
0.127
0.127

tfb
Area
TorsConst
m
m2
m4
0.009652 0.0042645076 9.65E-08
0.009652 0.0042645076 9.65E-08

I33
m4
6.57E-05
6.57E-05

I22
AS2
m4
m2
3.30E-06 0.00193548
3.30E-06 0.00193548

AS3
m2
2.04E-03
2.04E-03

S33
m3
4.31E-04
4.31E-04

S22
m3
5.20E-05
5.20E-05

Z33
Z22
R33
m3
m3
m
4.91E-04 8.07165E-005 0.1241446831
4.91E-04 8.07165E-005 0.1241446831

R22
m
2.78E-02
2.78E-02

ConcCol ConcBeam
Color
Yes/No
Yes/No
Text
No
No
White
No
No
Gray8Dark

TotalWt
N

TotalMass FromFile
Kg
Yes/No
0
0 No
0
0 No

AMod
Unitless
1
1

A2Mod
Unitless

A3Mod
Unitless
1
1

JMod
Unitless
1
1

I2Mod
Unitless
1
1

I3Mod
Unitless
1
1

MMod
Unitless
1
1

WMod
Unitless
1
1

1
1

GUID
Text

Notes
Text
Added 5/19/2016 12:16:26 PM
Added 5/19/2016 12:15:29 PM

TABLE: Frame Section Assignments


Frame
SectionType AutoSelect AnalSect
Text
Text
Text
Text
4 I/Wide Flange N.A.
beam
5 I/Wide Flange N.A.
beam
6 I/Wide Flange N.A.
beam

DesignSect MatProp
Text
Text
beam
Default
beam
Default
beam
Default

TABLE: Function - Plot Functions


PlotFunc
Type
DistType Component
Mode
Text
Text
Text
Text
Text
Input Energy Energy
Input
All

TABLE: Function - Power Spectral Density - User


Name
Frequency
Value
Text
Cyc/sec
Unitless
UNIFPSD
0
1
UNIFPSD
1
1

TABLE: Function - Response Spectrum - User


Name
Period
Accel
FuncDamp
Text
Sec
Unitless
Unitless
UNIFRS
0
1
0.05
UNIFRS
1
1

TABLE: Function - Steady State - User


Name
Frequency
Value
Text
Cyc/sec
Unitless
UNIFSS
0
1
UNIFSS
1
1

TABLE: Function Name


Time
Text
Sec
RAMPTH
RAMPTH
RAMPTH
UNIFTH
UNIFTH

Time History - User


Value
Unitless
0
0
1
1
4
1
0
1
1
1

TABLE: Grid Lines


CoordSys AxisDir
Text
Text
GLOBAL
X
GLOBAL
X
GLOBAL
X
GLOBAL
X
GLOBAL
Y
GLOBAL
Z

GridID
Text
A
B
C
D
Z1

XRYZCoord LineType
m
Text
0 Primary
5 Primary
15 Primary
20 Primary
1
0 Primary
0 Primary

LineColor
Text
Gray8Dark
Gray8Dark
Gray8Dark
Gray8Dark
Gray8Dark
Gray8Dark

Visible
Yes/No
Yes
Yes
Yes
Yes
Yes
Yes

BubbleLoc AllVisible BubbleSize


Text
Yes/No
m
End
Yes
0.25
End
End
End
Start
End

TABLE: Groups 1 - Definitions


GroupName Selection SectionCut
Steel
Text
Yes/No
Yes/No
Yes/No
ALL
Yes
Yes
Yes

Concrete Aluminum ColdFormed


Yes/No
Yes/No
Yes/No
Yes
Yes
Yes

Stage
Yes/No
Yes

Bridge
Yes/No
Yes

AutoSeismic AutoWind SelDesSteel SelDesAlum SelDesCold


Yes/No
Yes/No
Yes/No
Yes/No
Yes/No
No
No
No
No
No

MassWeight
Color
Yes/No
Text
Yes
Red

TABLE: Groups 3 - Masses and Weights


GroupName SelfMass SelfWeight TotalMassX TotalMassY TotalMassZ
Text
Kg
N
Kg
Kg
Kg
ALL
0
0
0
0
0

TABLE: Joint Coordinates


Joint
CoordSys CoordType
Text
Text
Text
5 GLOBAL
Cartesian
6 GLOBAL
Cartesian
7 GLOBAL
Cartesian
8 GLOBAL
Cartesian

XorR
m
-2.08E-17
5
15
20

Y
m

Z
m
0
0
0
0

SpecialJt
Yes/No
0 No
0 No
0 No
0 No

GlobalX
GlobalY
GlobalZ
m
m
m
-2.08E-17
0
0
5
0
0
15
0
0
20
0
0

GUID
Text

TABLE: Joint Displacements


Joint
OutputCase CaseType
Text
Text
Text
5 DEAD
LinStatic
6 DEAD
LinStatic
7 DEAD
LinStatic
8 DEAD
LinStatic

U1
m
0
-5.86E-08
-1.17E-07
-1.17E-07

U2
m

U3
m
0
0
0
0

0
-3.39E-04
-3.39E-04
0

R1
Radians
0
0
0
0

R2
Radians
7.53E-05
5.28E-05
-5.28E-05
-7.53E-05

R3
Radians
0
0
0
0

TABLE: Joint Loads - Force


Joint
LoadPat CoordSys
Text
Text
Text
6 DEAD
GLOBAL
7 DEAD
GLOBAL

F1
N

F2
N
-5
-5

F3
N
0
0

M1
N-m
0
0

0
0

M2
N-m

M3
N-m
0
0

GUID
Text
0
0

TABLE: Joint Pattern Definitions


Pattern
Text
Default

TABLE: Joint Reactions


Joint
OutputCase CaseType
Text
Text
Text
5 DEAD
LinStatic
8 DEAD
LinStatic

F1
N

F2
N
10
0

0
0

F3
N
24.9975
24.9975

M1
N-m
0
0

M2
N-m

M3
N-m
0
0

0
0

TABLE: Joint Restraint Assignments


Joint
U1
U2
U3
Text
Yes/No
Yes/No
Yes/No
5 Yes
Yes
Yes
8 No
No
Yes

R1
Yes/No
No
No

R2
Yes/No
No
No

R3
Yes/No
No
No

TABLE: Load Case Definitions


Case
Type
InitialCond ModalCase BaseCase DesTypeOpt DesignType
Text
Text
Text
Text
Text
Text
Text
DEAD
LinStatic
Zero
Prog Det
DEAD
MODAL
LinModal Zero
Prog Det
OTHER

AutoType RunCase CaseStatus


Text
Yes/No
Text
None
Yes
Finished
None
No
Not Run

GUID
Text

Notes
Text

TABLE: Load Pattern Definitions


LoadPat DesignType SelfWtMult AutoLoad
Text
Text
Unitless
Text
DEAD
DEAD
1

GUID
Text

Notes
Text

TABLE: Masses 1 - Mass Source


MassFrom
Text
Elements

TABLE: Material List 1 - By Object Type


ObjectType Material TotalWeight NumPieces
Text
Text
N
Unitless
Frame
0
0
3

TABLE: Material List 2 - By Section Property


Section ObjectType NumPieces TotalLength TotalWeight
Text
Text
Unitless
m
N
beam
Frame
3
20
0

TABLE: Material Properties 01


Material
Type
SymType
Text
Text
Text
0 Steel
Isotropic
4000Psi
Concrete Isotropic
A992Fy50 Steel
Isotropic

- General
TempDepend
Color
Yes/No
Text
No
Blue
No
Green
No
Blue

GUID
Text

Notes
Text
ASTM A36 added 5/19/2016 12:15:42 PM
Normalweight f'c = 4 ksi added 5/19/2016 12:15:20 PM
ASTM A992 Fy=50 ksi added 5/19/2016 12:15:20 PM

TABLE: Material Properties 02 - Basic Mechanical Properties


Material UnitWeight
UnitMass
E1
G12
Text
N/m3
Kg/m3
N/m2
N/m2
0
0
0
947978796 76903068768
4000Psi
23563.121615 2402.7696061 24855578285 10356490952
A992Fy50 76972.863942
7849.04738
947978796 76903068768

U12
Unitless
0.3
0.2
0.3

A1
1/C
0.0000117
0.0000099
0.0000117

TABLE: Material Properties 03a - Steel Data


Material
Fy
Fu
EfFy
EfFu
SSCurveOpt
Text
N/m2
N/m2
N/m2
N/m2
Text
0
248211284 399895957.59
372316926 439885553.35 Simple
A992Fy50 344737894.48 448159262.82 379211683.92 492975189.1 Simple

SSHysType
Text
Kinematic
Kinematic

SHard
Unitless
0.02
0.015

SMax
Unitless
0.14
0.11

SRup
FinalSlope
Unitless
Unitless
0.2
-0.1
0.17
-0.1

TABLE: Material Properties 03b - Concrete Data


Material
Fc
LtWtConc SSCurveOpt SSHysType
Text
N/m2
Yes/No
Text
Text
4000Psi
27579031.558 No
Mander
Takeda

SFc
Unitless
2.22E-03

SCap
Unitless
0.005

FinalSlope FAngle
DAngle
Unitless
Degrees
Degrees
-0.1
0
0

TABLE: Material Properties 06 - Damping Parameters


Material ModalRatio VisMass
VisStif HysMass HysStif
Text
Unitless
1/Sec
Sec
1/Sec2
Unitless
0
0
0
0
0
0
4000Psi
0
0
0
0
0
A992Fy50
0
0
0
0
0

TABLE: Objects And Elements - Frames


FrameElem FrameObject ElemJtI
ElemJtJ
Text
Text
Text
Text
1-Apr
4
5
6
1-May
5
6
7
1-Jun
6
7
8

TABLE: Objects And Elements - Joints


JointElem JointObject GlobalX
GlobalY
GlobalZ
Text
Text
m
m
m
5
5 -2.08E-17
0
0
6
6
5
0
0
7
7
15
0
0
8
8
20
0
0

TABLE: Options - Colors - Display


DeviceType
Points LinesFrame LinesFrmExt LinesCable LinesTendon
Text
Text
Text
Text
Text
Text
Screen
Yellow
Yellow
Yellow
Green
Green
Printer
Gray8Dark Black
Gray4
Black
Black
Color Printer Black
7303023 White
Green
Green

SpringLinks Restraints Releases


Axes
Text
Text
Text
Text
Green
Green
Green
Cyan
Gray8Dark Gray8Dark Gray4
Black
Green
9408399 Green
Cyan

Text
Text
Green
Black
Black

ShadowLines GuideLines
Text
Text
Gray8Dark
Gray8Dark
Gray4
Gray4
Gray8Dark
10461087

Highlight Selection AreaFillBot AreaFillTop AreaFillSd AreaEdge SolidF1


Text
Text
Text
Text
Text
Text
Text
Red
White
Red
16744703 Red
DarkRed
Red
Black
Black
Gray4
Gray8Dark Gray4
Black
Gray1Light
Red
10504778 16634568 14277119 16634568 7303023 10122991

SolidF2
SolidF3
SolidF4
SolidF5
SolidF6 SolidEdge
Floor
Text
Text
Text
Text
Text
Text
Text
Blue
Green
Yellow
White
Cyan
DarkRed
Gray4
Gray2
Gray3
Gray4
Gray5
Gray6
Black
Gray4
16756912 11599795 12713983 White
16777128 7303023 13619151

Background BGLowLeft BGLowRight BGUpRight Darkness


Text
Text
Text
Text
Unitless
Black
Black
Black
Black
0.5
White
White
White
White
0.5
White
White
14671839 White
0.5

TABLE: Options - Colors - Output


DeviceType Contour1 Contour2 Contour3 Contour4 Contour5 Contour6
Text
Text
Text
Text
Text
Text
Text
Screen
13107400 6553828 Red
16639 Orange
43775
Printer
Black
3158064 4210752 5263440 6316128 7368816
Color Printer
13107400 6553828 Red
16639 Orange
43775

Contour7 Contour8 Contour9 Contour10 Contour11 Contour12 Contour13


Text
Text
Text
Text
Text
Text
Text
54527 Yellow
65408 Green
8453888 Cyan
16755200
Gray8Dark Gray7
Gray6
Gray5
Gray4
Gray3
Gray2
54527 Yellow
65408 Green
8453888 Cyan
16755200

Contour14 Contour15 Transpare Ratio1


Text
Text
Unitless
Text
16733440 Blue
0.5 Cyan
Gray1Light White
0 Gray2
16733440 Blue
0.5 Cyan

Ratio2
Text
Green
Gray4
Green

Ratio3
Ratio4
Text
Text
Yellow
Orange
Gray8Dark
4210752
Yellow
Orange

Ratio5
Text
Red
Black
Red

RatioNotD RatioNotC RatioVal1 RatioVal2 RatioVal3 RatioVal4


Text
Text
Unitless
Unitless
Unitless
Unitless
Gray4
Red
0.5
0.7
0.9
1
Gray4
Black
0.5
0.7
0.9
1
Gray4
Red
0.5
0.7
0.9
1

DFillPos DFillNeg DFillRPos DFillRNeg


Text
Text
Text
Text
Yellow
Red
Blue
Cyan
Gray8Dark Gray8Dark
4210752 4210752
Red
Red
Blue
Blue

TABLE: Overwrites - Steel Design - AISC-LRFD93


Frame
DesignSect
FrameType
Text
Text
Text
4 Program Determined Program Determined
5 Program Determined Program Determined
6 Program Determined Program Determined

Fy
N/m2

RLLF
Unitless
0
0
0

0
0
0

AreaRatio XLMajor XLMinor XKMajor XKMinor CmMajor CmMinor


Unitless
Unitless
Unitless
Unitless
Unitless
Unitless
Unitless
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

Cb
Unitless

B1Major B1Minor B2Major B2Minor


Unitless
Unitless
Unitless
Unitless
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

PhiPnc
N

PhiPnt
N
0
0
0

0
0
0

PhiMn3
N-m

PhiMn2
N-m
0
0
0

PhiVn2
N
0
0
0

PhiVn3
N
0
0
0

CheckDef
Yes/No
0 Program Determined
0 Program Determined
0 Program Determined

DefType
Text
Program Determined
Program Determined
Program Determined

DLRat
Unitless

SDLAndLLRat
Unitless
0
0
0
0
0
0

LLRat
Unitless

TotalRat
Unitless
0
0
0
0
0
0

NetRat
Unitless
0
0
0

DLAbs
m

SDLAndLLAbs
m
0
0
0
0
0
0

LLAbs
m

TotalAbs NetAbs SpecCamber


m
m
m
0
0
0
0
0
0
0
0
0
0
0
0

TABLE: Preferences - Aluminum Design - AA-ASD 2000


THDesign
FrameType SRatioLimit MaxIter
LatFact
UseLatFact
Text
Text
Unitless
Unitless
Unitless
Yes/No
Envelopes Moment Frame
1
1 1.3333333333 No

Bridge
Yes/No
No

TABLE: Preferences - Cold Formed Design - AISI-ASD96


THDesign FrameType SRatioLimit MaxIter OmegaBS OmegaBUS OmegaBLTB
Text
Text
Unitless
Unitless
Unitless
Unitless
Unitless
Envelopes Braced Frame
1
1
1.67
1.67
1.67

OmegaVS OmegaVNS OmegaT OmegaC


Unitless
Unitless
Unitless
Unitless
1.67
1.5
1.67
1.8

TABLE: Preferences - Steel Design - AISC-LRFD93


THDesign
FrameType
PatLLF SRatioLimit MaxIter
Text
Text
Unitless
Unitless
Unitless
Envelopes Moment Frame
0.75
0.95
1

PhiB
Unitless
0.9

PhiC
Unitless
0.85

PhiT
Unitless
0.9

PhiV
Unitless
0.9

PhiCA CheckDef
Unitless
Yes/No
0.9 Yes

DLRat SDLAndLLRat
Unitless
Unitless
120
120

LLRat
Unitless
360

TotalRat
Unitless
240

NetRat
Unitless
240

TABLE: Preferences - Concrete Design - ACI 318-05/IBC2003


THDesign NumCurves NumPoints MinEccen PatLLF
UFLimit
SeisCat
Text
Unitless
Unitless
Yes/No
Unitless
Unitless
Text
Envelopes
24
11 No
0.75
0.95 D

PhiT
PhiCTied PhiCSpiral
Unitless
Unitless
Unitless
0.9
0.65
0.7

PhiV
PhiVSeismic PhiVJoint
Unitless
Unitless
Unitless
0.75
0.6
0.85

TABLE: Preferences - Dimensional


MergeTol FineGrid
Nudge SelectTol SnapTol SLineThick PLineThick
m
m
m
Unitless
Unitless
Unitless
Unitless
0.001
0.25
0.25
3
12
1
4

MaxFont MinFont AutoZoom ShrinkFact TextFileLen


Unitless
Unitless
Unitless
Unitless
Unitless
8
3
10
70
240

TABLE: Program Control


ProgramName Version ProgLevel LicenseNum LicenseOS LicenseSC LicenseBR
Text
Text
Text
Text
Yes/No
Yes/No
Yes/No
SAP2000
14.0.0
Advanced
Yes
Yes
Yes

LicenseHT CurrUnits SteelCode


ConcCode
Yes/No
Text
Text
Text
No
N, m, C
AISC-LRFD93 ACI 318-05/IBC2003

AlumCode ColdCode
Text
Text
AA-ASD 2000 AISI-ASD96

BridgeCode
RegenHinge BSchedGUID
Text
Yes/No
Text
AASHTO LRFD 2007 Yes

TABLE: Project Information


Item
Data
Text
Text
Company Name
RENI
Client Name
Project Name
Project Number
Model Name
Model Description
Revision Number
Frame Type
Engineer
Checker
Supervisor
Issue Code
Design Code

TABLE: Rebar Sizes


RebarID
Area
Diameter
Text
m2
m
#2
0.000032258
0.00635
#3
7.10E-05
0.009525
#4
1.29E-04
0.0127
#5
2.00E-04
0.015875
#6
2.84E-04
0.01905
#7
3.87E-04
0.022225
#8
5.10E-04
0.0254
#9
0.00064516
2.87E-02
#10
8.19E-04
3.23E-02
#11
1.01E-03
3.58E-02
#14
0.00145161
4.30E-02
#18
0.00258064
5.73E-02
10M
1.00E-04
1.13E-02
15M
2.00E-04
1.60E-02
20M
3.00E-04
1.95E-02
25M
5.00E-04
2.52E-02
30M
7.00E-04
2.99E-02
35M
1.00E-03
3.57E-02
45M
1.50E-03
4.37E-02
55M
2.50E-03 0.0564000024
6d
2.83E-05
6.00E-03
8d
5.03E-05
8.00E-03
10d
7.85E-05
1.00E-02
12d
1.13E-04
1.20E-02
14d
1.54E-04
1.40E-02
16d
2.01E-04
1.60E-02
20d
3.14E-04
2.00E-02
25d
4.91E-04
2.50E-02
26d
5.31E-04
2.60E-02
28d
6.16E-04
2.80E-02
N12
1.13E-04
1.20E-02
N16
2.01E-04
1.60E-02
N20
3.14E-04
2.00E-02
N24
4.52E-04
2.40E-02
N28
6.16E-04
2.80E-02
N32
8.04E-04
3.20E-02
N36
1.02E-03
3.60E-02

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