TABLE: Active Degrees of Freedom

UX UY UZ RX RY RZ
Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No
Yes Yes Yes Yes Yes Yes
TABLE: Analysis Options
Solver SolverProc Force32Bit StiffCase GeomMod HingeOpt
Text Text Yes/No Text Yes/No Text
Advanced Auto No None None In Elements
TABLE: Auto Seismic - User Coefficient
LoadPat Dir PercentEcc EccOverride UserZ C K
Text Text Unitless Yes/No Yes/No Unitless Unitless
SISMOX X 0.05 No No 0.1 1
SISMOY Y 0.05 No No 0.1 1
TABLE: Auto Wave 3 - Wave Characteristics - General
WaveChar WaveType KinFactor SWaterDepth WaveHeight WavePeriod WaveTheory
Text Text Unitless m m Sec Text
Default From Theory 1 45 18 12 Linear
TABLE: Case - Modal 1 - General
Case ModeType MaxNumModes MinNumModes EigenShift EigenCutoff EigenTol
Text Text Unitless Unitless Cyc/sec Cyc/sec Unitless
MODAL Eigen 12 1 0 0 1E-09
 AutoShift
Text
Yes
TABLE: Case - Static 1 - Load Assignments
Case LoadType LoadName LoadSF
Text Text Text Unitless
MUERTA Load pattern MUERTA 1
VIVA Load pattern VIVA 1
SISMOX Load pattern SISMOX 1
SISMOY Load pattern SISMOY 1
TABLE: Combination Definitions
ComboName ComboType AutoDesign CaseType CaseName ScaleFactor SteelDesign ConcDesign
Text Text Yes/No Text Text Unitless Text Text
UDSTL1 Linear Add No Linear Static DEAD 1.4 Strength None
UDSTL1 Linear Static MUERTA 1.4
UDSTL2 Linear Add No Linear Static MUERTA 1.4 Strength None
UDSTL2 Linear Static VIVA 1.7
UDSTL3 Linear Add No Linear Static DEAD 1.3 Strength None
UDSTL3 Linear Static MUERTA 1.3
UDSTL3 Linear Static VIVA 1
UDSTL3 Linear Static SISMOX 1
UDSTL4 Linear Add No Linear Static DEAD 1.3 Strength None
UDSTL4 Linear Static MUERTA 1.3
UDSTL4 Linear Static VIVA 1
UDSTL4 Linear Static SISMOX -1
UDSTL5 Linear Add No Linear Static DEAD 1.3 Strength None
UDSTL5 Linear Static MUERTA 1.3
UDSTL5 Linear Static VIVA 1
UDSTL5 Linear Static SISMOY 1
UDSTL6 Linear Add No Linear Static DEAD 1.3 Strength None
UDSTL6 Linear Static MUERTA 1.3
UDSTL6 Linear Static VIVA 1
UDSTL6 Linear Static SISMOY -1
UDSTL7 Linear Add No Linear Static DEAD 0.8 Strength None
UDSTL7 Linear Static MUERTA 0.8
UDSTL7 Linear Static SISMOX 1
UDSTL8 Linear Add No Linear Static DEAD 0.8 Strength None
UDSTL8 Linear Static MUERTA 0.8
UDSTL8 Linear Static SISMOX -1
UDSTL9 Linear Add No Linear Static DEAD 0.8 Strength None
UDSTL9 Linear Static MUERTA 0.8
UDSTL9 Linear Static SISMOY 1
UDSTL10 Linear Add No Linear Static DEAD 0.8 Strength None
UDSTL10 Linear Static MUERTA 0.8
UDSTL10 Linear Static SISMOY -1
UDSTL11 Linear Add No Linear Static DEAD 1 Deflection None
UDSTL11 Linear Static MUERTA 1
UDSTL12 Linear Add No Linear Static DEAD 1 Deflection None
UDSTL12 Linear Static MUERTA 1
UDSTL12 Linear Static VIVA 1
 AlumDesign ColdDesign GUID
Text Text Text
None None be046451-52b6-4c59-b739-d22743f141a0

None None d86c215b-8c7c-43de-ad85-f51d4e0ee691

None None 0bd3921e-c5cd-40f5-a46c-4a4668415d82

None None a97b428b-8d50-47a3-8a06-6d60db73b26f

None None 5cbeb19f-ad17-4b9a-951f-6eacce768b25

None None c80e9b06-f57f-418f-a4a3-811370addad5

None None 7770ee23-73e6-4276-9788-eb74db1077ff

None None 0921da4b-0538-46db-8248-53a9814c1853

None None 99b1ee9a-329d-4d78-b886-8745aeaaf8f4

None None 853201c6-4891-448b-927c-71415330ace5

None None c2abb1ed-7410-4643-9398-fe796c0e8ee5

None None 46dc5b52-5d44-4712-9700-aa30d535dd52

 Notes
Text
Dead Only; Strength

Dead + Live; Strength

Dead + Live + Static Earthquake; Strength

Dead + Live - Static Earthquake; Strength

Dead + Live + Static Earthquake; Strength

Dead + Live - Static Earthquake; Strength

Dead (min) + Static Earthquake; Strength

Dead (min) - Static Earthquake; Strength

Dead (min) + Static Earthquake; Strength

Dead (min) - Static Earthquake; Strength

Dead Only; Deflection

Dead + Live; Deflection

TABLE: Connectivity - Frame
Frame JointI JointJ IsCurved Length CentroidX CentroidY CentroidZ
Text Text Text Yes/No m m m m
1 1 2 No 0.5 -10 0 0.25
2 3 4 No 0.8 -7.5 0 0.4
3 5 6 No 1.1 -5 0 0.55
4 7 8 No 1.4 -2.5 0 0.7
5 9 10 No 1.7 0 0 0.85
6 11 12 No 1.4 2.5 0 0.7
7 13 14 No 1.1 5 0 0.55
8 15 16 No 0.8 7.5 0 0.4
9 17 18 No 0.5 10 0 0.25
10 1 3 No 2.5 -8.75 0 0
11 3 5 No 2.5 -6.25 0 0
12 5 7 No 2.5 -3.75 0 0
13 7 9 No 2.5 -1.25 0 0
14 9 11 No 2.5 1.25 0 0
15 11 13 No 2.5 3.75 0 0
16 13 15 No 2.5 6.25 0 0
17 15 17 No 2.5 8.75 0 0
18 2 4 No 2.51794 -8.75 0 0.65
19 4 6 No 2.51794 -6.25 0 0.95
20 6 8 No 2.51794 -3.75 0 1.25
21 8 10 No 2.51794 -1.25 0 1.55
22 10 12 No 2.51794 1.25 0 1.55
23 12 14 No 2.51794 3.75 0 1.25
24 14 16 No 2.51794 6.25 0 0.95
25 16 18 No 2.51794 8.75 0 0.65
26 1 4 No 2.62488 -8.75 0 0.4
27 3 6 No 2.7313 -6.25 0 0.55
28 5 8 No 2.86531 -3.75 0 0.7
29 7 10 No 3.02324 -1.25 0 0.85
30 11 10 No 3.02324 1.25 0 0.85
31 13 12 No 2.86531 3.75 0 0.7
32 15 14 No 2.7313 6.25 0 0.55
33 17 16 No 2.62488 8.75 0 0.4
 GUID
Text
dffde373-cc11-4391-9135-341bbd5d12fa
04e755b6-889e-42cb-9c66-137b6dff5eb3
b4add866-dc98-49bf-893d-670d5efeeac2
9b6e05fa-74ec-4376-9703-d839d74f062a
b71024a8-88fe-496d-beec-45706f84cb02
68c4d77f-2cf8-45a7-a3a7-02770b3d7e64
002e2e1b-2e1d-4cbc-91d8-80f1942e01d6
fdfab4b0-9c4a-4184-98c2-6dcd0d7ec8d0
9a9c3a17-461c-4739-b598-c5b7fc66d8ce
0ac79c18-e95b-4a80-9ff8-a533f42d0beb
df645f82-96af-467f-8738-cd60f66b3245
59807026-ecc3-441f-8b53-fbd03bdacd49
5995437c-b5d2-4767-83c8-9a9879cd9a40
871a75ad-651a-4b48-a41d-3491c6fbda4a
3c4ad0fc-c605-4655-894a-9e8c1854e343
9c43aad1-07d3-45d4-99c9-65cb38c249e5
220aa545-d0f7-4426-aeb9-ec22e78b3763
37575aa4-757d-498e-88fc-a238223ae251
66967682-9045-41cb-9c67-64aea66944ad
155f047a-ae00-432e-97a6-c9fab0dc52cb
342fa0f2-d32c-4b62-b619-500f4a2d8a5d
550792e8-ced9-4eaa-8865-0468b07aad55
34689b2c-882a-44c9-9b2a-28a5b3f8300a
4b36926b-332b-4f83-ac38-24c92b9c28af
a9955dfa-156f-4078-b2b4-58e948297781
2b89518a-e39d-4d6b-9fef-0f819e289bbe
e4d39e49-2d35-48e9-9ffb-c174ae8f7acf
bd13798b-0140-4b09-a006-74612b1be186
7063126c-c093-4092-961c-859b036d8efa
814fa423-b682-448f-bcaf-c830747248d6
8014435b-9dff-4e20-a40c-3395fa0e6cf1
14ca006f-c348-4583-8d68-5c5e7a64cb56
a982a2f2-eaf1-4047-a040-18fb95bb1c4a
TABLE: Coordinate Systems
Name Type X Y Z AboutZ AboutY AboutX
Text Text m m m Degrees Degrees Degrees
GLOBAL Cartesian 0 0 0 0 0 0
TABLE: Database Format Types
UnitsCurr OverrideE
Yes/No Yes/No
Yes No
TABLE: Frame Auto Mesh Assignments
Frame AutoMesh AtJoints AtFrames NumSegments MaxLength MaxDegrees
Text Yes/No Yes/No Yes/No Unitless m Degrees
1 Yes Yes No 0 0 0
2 Yes Yes No 0 0 0
3 Yes Yes No 0 0 0
4 Yes Yes No 0 0 0
5 Yes Yes No 0 0 0
6 Yes Yes No 0 0 0
7 Yes Yes No 0 0 0
8 Yes Yes No 0 0 0
9 Yes Yes No 0 0 0
10 Yes Yes No 0 0 0
11 Yes Yes No 0 0 0
12 Yes Yes No 0 0 0
13 Yes Yes No 0 0 0
14 Yes Yes No 0 0 0
15 Yes Yes No 0 0 0
16 Yes Yes No 0 0 0
17 Yes Yes No 0 0 0
18 Yes Yes No 0 0 0
19 Yes Yes No 0 0 0
20 Yes Yes No 0 0 0
21 Yes Yes No 0 0 0
22 Yes Yes No 0 0 0
23 Yes Yes No 0 0 0
24 Yes Yes No 0 0 0
25 Yes Yes No 0 0 0
26 Yes Yes No 0 0 0
27 Yes Yes No 0 0 0
28 Yes Yes No 0 0 0
29 Yes Yes No 0 0 0
30 Yes Yes No 0 0 0
31 Yes Yes No 0 0 0
32 Yes Yes No 0 0 0
33 Yes Yes No 0 0 0
TABLE: Frame Design Procedures
Frame DesignProc
Text Text
1 From Material
2 From Material
3 From Material
4 From Material
5 From Material
6 From Material
7 From Material
8 From Material
9 From Material
10 From Material
11 From Material
12 From Material
13 From Material
14 From Material
15 From Material
16 From Material
17 From Material
18 From Material
19 From Material
20 From Material
21 From Material
22 From Material
23 From Material
24 From Material
25 From Material
26 From Material
27 From Material
28 From Material
29 From Material
30 From Material
31 From Material
32 From Material
33 From Material
TABLE: Frame Load Transfer Options
Frame Transfer
Text Yes/No
1 Yes
2 Yes
3 Yes
4 Yes
5 Yes
6 Yes
7 Yes
8 Yes
9 Yes
10 Yes
11 Yes
12 Yes
13 Yes
14 Yes
15 Yes
16 Yes
17 Yes
18 Yes
19 Yes
20 Yes
21 Yes
22 Yes
23 Yes
24 Yes
25 Yes
26 Yes
27 Yes
28 Yes
29 Yes
30 Yes
31 Yes
32 Yes
33 Yes
TABLE: Frame Output Station Assignments
Frame StationType MinNumSta MaxStaSpcg AddAtElmInt AddAtPtLoad
Text Text Unitless m Yes/No Yes/No
1 MinNumSta 3 Yes Yes
2 MinNumSta 3 Yes Yes
3 MinNumSta 3 Yes Yes
4 MinNumSta 3 Yes Yes
5 MinNumSta 3 Yes Yes
6 MinNumSta 3 Yes Yes
7 MinNumSta 3 Yes Yes
8 MinNumSta 3 Yes Yes
9 MinNumSta 3 Yes Yes
10 MaxStaSpcg 0.5 Yes Yes
11 MaxStaSpcg 0.5 Yes Yes
12 MaxStaSpcg 0.5 Yes Yes
13 MaxStaSpcg 0.5 Yes Yes
14 MaxStaSpcg 0.5 Yes Yes
15 MaxStaSpcg 0.5 Yes Yes
16 MaxStaSpcg 0.5 Yes Yes
17 MaxStaSpcg 0.5 Yes Yes
18 MinNumSta 3 Yes Yes
19 MinNumSta 3 Yes Yes
20 MinNumSta 3 Yes Yes
21 MinNumSta 3 Yes Yes
22 MinNumSta 3 Yes Yes
23 MinNumSta 3 Yes Yes
24 MinNumSta 3 Yes Yes
25 MinNumSta 3 Yes Yes
26 MinNumSta 3 Yes Yes
27 MinNumSta 3 Yes Yes
28 MinNumSta 3 Yes Yes
29 MinNumSta 3 Yes Yes
30 MinNumSta 3 Yes Yes
31 MinNumSta 3 Yes Yes
32 MinNumSta 3 Yes Yes
33 MinNumSta 3 Yes Yes
TABLE: Frame Release Assignments 1 - General
Frame PI V2I V3I TI M2I M3I PJ V2J V3J
Text Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No
1 No No No No No Yes No No No
2 No No No No No Yes No No No
3 No No No No No Yes No No No
4 No No No No No Yes No No No
5 No No No No No Yes No No No
6 No No No No No Yes No No No
7 No No No No No Yes No No No
8 No No No No No Yes No No No
9 No No No No No Yes No No No
10 No No No No No Yes No No No
11 No No No No No Yes No No No
12 No No No No No Yes No No No
13 No No No No No Yes No No No
14 No No No No No Yes No No No
15 No No No No No Yes No No No
16 No No No No No Yes No No No
17 No No No No No Yes No No No
18 No No No No No Yes No No No
19 No No No No No Yes No No No
20 No No No No No Yes No No No
21 No No No No No Yes No No No
22 No No No No No Yes No No No
23 No No No No No Yes No No No
24 No No No No No Yes No No No
25 No No No No No Yes No No No
26 No No No No No Yes No No No
27 No No No No No Yes No No No
28 No No No No No Yes No No No
29 No No No No No Yes No No No
30 No No No No No Yes No No No
31 No No No No No Yes No No No
32 No No No No No Yes No No No
33 No No No No No Yes No No No
 TJ M2J M3J PartialFix
Yes/No Yes/No Yes/No Yes/No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
No No Yes No
TABLE: Frame Section Assignments
Frame SectionType AutoSelect AnalSect DesignSect MatProp
Text Text Text Text Text Text
1 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
2 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
3 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
4 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
5 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
6 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
7 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
8 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
9 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
10 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
11 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
12 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
13 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
14 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
15 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
16 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
17 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
18 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
19 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
20 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
21 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
22 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
23 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
24 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
25 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
26 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
27 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
28 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
29 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
30 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
31 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
32 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
33 Double Angle N.A. 2L3"*3"*6.35 2L3"*3"*6.35 Default
TABLE: Frame Section Properties 01 - General
SectionName Material Shape t3 t2 tf tw dis Area
Text Text Text m m m m m m2
2L3"*3"*6.35 A36 Double Angle 0.0762 0.108 0.00635 0.00635 0.009652 0.001512
TorsConst I33 I22 I23 AS2 AS3 S33 S22 Z33
m4 m4 m4 m4 m2 m2 m3 m3 m3
1.952E-08 8.948E-07 7.259E-07 0 0.000968 0.000625 1.8E-05 1.3E-05 3.2E-05
Z22 R33 R22 ConcCol ConcBeam Color TotalWt TotalMass FromFile
m3 m m Yes/No Yes/No Text Kgf Kgf-s2/m Yes/No
2.5E-05 0.02433 0.021914 No No Magenta 853.46 87.03 No
 AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod GUID
Unitless Unitless Unitless Unitless Unitless Unitless Unitless Unitless Text
1 1 1 1 1 1 1 1
 Notes
Text
Added 23/11/2019 18:56:49
TABLE: Frame Section Properties 13 - Time Dependent
SectionName TypeSize AutoValSize AutoSFSize UserValSize
Text Text m Unitless m
2L3"*3"*6.35 Auto 0.00603 1
TABLE: Function - Plot Functions
PlotFunc Type Component Mode
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 - Time History - User
Name Time Value
Text Sec Unitless
RAMPTH 0 0
RAMPTH 1 1
RAMPTH 4 1
UNIFTH 0 1
UNIFTH 1 1
TABLE: Grid Lines
CoordSys AxisDir GridID XRYZCoord LineType LineColor Visible BubbleLoc AllVisible
Text Text Text m Text Text Yes/No Text Yes/No
GLOBAL X A -10 Primary Gray8Dark Yes End Yes
GLOBAL X B -7.5 Primary Gray8Dark Yes End
GLOBAL X C -5 Primary Gray8Dark Yes End
GLOBAL X D -2.5 Primary Gray8Dark Yes End
GLOBAL X E 0 Primary Gray8Dark Yes End
GLOBAL X F 2.5 Primary Gray8Dark Yes End
GLOBAL X G 5 Primary Gray8Dark Yes End
GLOBAL X H 7.5 Primary Gray8Dark Yes End
GLOBAL X I 10 Primary Gray8Dark Yes End
GLOBAL Y 1 0 Primary Gray8Dark Yes Start
GLOBAL Z Z1 0 Primary Gray8Dark Yes End
GLOBAL Z Z2 0.5 Primary Gray8Dark Yes End
GLOBAL Z Z3 1.7 Primary Gray8Dark Yes End
BubbleSize
m
0.625
TABLE: Groups 1 - Definitions
GroupName Selection SectionCut Steel Concrete Aluminum ColdFormed Stage Bridge
Text Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No
ALL Yes Yes Yes Yes Yes Yes Yes Yes
 AutoSeismic AutoWind SelDesSteel SelDesAlum SelDesCold MassWeight Color
Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Text
No No No No No Yes Red
TABLE: Joint Coordinates
Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY
Text Text Text m m m Yes/No m m
1 GLOBAL Cartesian -10 0 0 No -10 0
2 GLOBAL Cartesian -10 0 0.5 No -10 0
3 GLOBAL Cartesian -7.5 0 0 No -7.5 0
4 GLOBAL Cartesian -7.5 0 0.8 No -7.5 0
5 GLOBAL Cartesian -5 0 0 No -5 0
6 GLOBAL Cartesian -5 0 1.1 No -5 0
7 GLOBAL Cartesian -2.5 0 0 No -2.5 0
8 GLOBAL Cartesian -2.5 0 1.4 No -2.5 0
9 GLOBAL Cartesian 0 0 0 No 0 0
10 GLOBAL Cartesian 0 0 1.7 No 0 0
11 GLOBAL Cartesian 2.5 0 0 No 2.5 0
12 GLOBAL Cartesian 2.5 0 1.4 No 2.5 0
13 GLOBAL Cartesian 5 0 0 No 5 0
14 GLOBAL Cartesian 5 0 1.1 No 5 0
15 GLOBAL Cartesian 7.5 0 0 No 7.5 0
16 GLOBAL Cartesian 7.5 0 0.8 No 7.5 0
17 GLOBAL Cartesian 10 0 0 No 10 0
18 GLOBAL Cartesian 10 0 0.5 No 10 0
GlobalZ GUID
m Text
0 7062b037-7098-4dc8-a398-5893964ce253
0.5 ddce6beb-b9c7-404d-ab9c-6656a6716fbc
0 f9e80072-2d5c-492f-a50d-98e263e229bd
0.8 e5d27e6e-33b0-4a65-af19-a85dbcf73fae
0 7f201959-3efa-46e2-baf3-5bba6c0d6d82
1.1 47f7601b-b483-4494-b8b6-03967d207ec3
0 dc401956-83e1-4590-944d-cbdb5b0ca2c8
1.4 47746456-7624-4a4f-8cb9-03b8cf596192
0 d0a50107-2622-487e-871d-7868e69c0325
1.7 517095e9-4a62-4ab9-a274-8e124714f21f
0 682b3620-050c-4c05-9473-f009cb0835b8
1.4 c06d7d95-d5ea-41cb-be12-ddaa8b556ac3
0 34fec26a-c764-4fed-aeaf-fcd0ecd77169
1.1 3be2f961-4266-4349-9082-0939d2251cca
0 04aedeec-dbb6-4e7f-bb92-92a745b80873
0.8 0421ce19-3e72-42f1-98de-cbd3d5948c88
0 7816e7ea-b847-44ce-a85d-b9cb1b82a008
0.5 4e359f30-b325-449e-b3b0-e65dd2f19dab
TABLE: Joint Loads - Force
Joint LoadPat CoordSys F1 F2 F3 M1 M2 M3
Text Text Text Kgf Kgf Kgf Kgf-m Kgf-m Kgf-m
2 MUERTA GLOBAL 0 0 -550 0 0 0
2 VIVA GLOBAL 0 0 -270 0 0 0
4 MUERTA GLOBAL 0 0 -550 0 0 0
4 VIVA GLOBAL 0 0 -270 0 0 0
6 MUERTA GLOBAL 0 0 -550 0 0 0
6 VIVA GLOBAL 0 0 -270 0 0 0
8 MUERTA GLOBAL 0 0 -550 0 0 0
8 VIVA GLOBAL 0 0 -270 0 0 0
10 MUERTA GLOBAL 0 0 -550 0 0 0
10 VIVA GLOBAL 0 0 -270 0 0 0
12 MUERTA GLOBAL 0 0 -550 0 0 0
12 VIVA GLOBAL 0 0 -270 0 0 0
14 MUERTA GLOBAL 0 0 -550 0 0 0
14 VIVA GLOBAL 0 0 -270 0 0 0
16 MUERTA GLOBAL 0 0 -550 0 0 0
16 VIVA GLOBAL 0 0 -270 0 0 0
18 MUERTA GLOBAL 0 0 -550 0 0 0
18 VIVA GLOBAL 0 0 -270 0 0 0
 GUID
Text
382d18dd-9a58-40ac-b320-274f6bdd6a45
c715a6f9-bc32-4eed-b794-f16f1aab08af
8c63be44-6a80-4be3-826b-c37f18b4efce
0dcfd2ba-c7fb-4b21-bacf-3d3e77e1dcd0
9b3965b3-58a5-4c55-a547-5ea12d0e555f
adc20390-5d3c-4b0c-880e-bc9b70367144
d0c21dba-5f19-44e6-9139-2e6203f49c1c
fcf7b464-0c9a-4fbc-9cd3-4ee8e6ae86fd
ce00bb4b-c8d1-464b-a37b-1af992521786
78c3365a-c10d-4f4d-8fb3-4175d6e837d0
7d17bb72-4f0f-4746-9feb-216a99e3a463
776fdf29-becc-4ba2-b1c6-41277876bfb9
0052c905-b2a0-4de6-ab4b-2b6a51f9e473
9849bc63-ecf3-40fc-b501-3549d89d4eaa
bfbe507d-2ac5-490c-9a74-68a6b2026a15
f48ed859-d624-4812-a4ca-1d01d9c8d3eb
02e5dbcf-b5f3-4745-912b-c08ee660b584
bfda6c59-9fce-498b-bd41-28bbedcc1ff7
TABLE: Joint Pattern Definitions
Pattern
Text
Default
TABLE: Joint Restraint Assignments
Joint U1 U2 U3 R1 R2 R3
Text Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No
1 Yes Yes Yes Yes No Yes
17 No Yes Yes Yes No Yes
TABLE: Load Case Definitions
Case Type InitialCond ModalCase BaseCase MassSource DesTypeOpt DesignType
Text Text Text Text Text Text Text Text
DEAD LinStatic Zero Prog Det Other
MODAL LinModal Zero Prog Det Other
MUERTA LinStatic Zero Prog Det Dead
VIVA LinStatic Zero Prog Det Live
SISMOX LinStatic Zero Prog Det Quake
SISMOY LinStatic Zero Prog Det Quake
 DesActOpt DesignAct AutoType RunCase CaseStatus
Text Text Text Yes/No Text
Prog Det Other None Yes Not Run
Prog Det Other None Yes Not Run
Prog Det Non-Composite None Yes Not Run
Prog Det Short-Term Composite None Yes Not Run
Prog Det Short-Term Composite None Yes Not Run
Prog Det Short-Term Composite None Yes Not Run
 GUID Notes
Text Text
132e873c-18eb-4c09-bc32-569819cdefd9
5de8a7ff-ea53-440e-9556-3086babc0e80
406e64eb-63f8-4c1b-97f8-465b3700df29
69cae244-e385-4d28-9223-b68a354f606c
a001783c-08af-4162-b2c5-1208d8b1a449
0ed3844b-b9f7-46a9-ae74-229d848296e5
TABLE: Load Pattern Definitions
LoadPat DesignType SelfWtMult AutoLoad GUID Notes
Text Text Unitless Text Text Text
MUERTA Dead 1 c55ab442-5336-468f-ba78-ec22da14706a
VIVA Live 0 8f769470-70fd-4e54-8676-1c608c2f5d86
SISMOX Quake 0 USER COEFF adb6b7c3-f6db-4302-8fb0-1fe7780ba7bf
SISMOY Quake 0 USER COEFF dd83f822-7518-4b9e-af59-3ef8b2e864e8
TABLE: Mass Source
MassSource Elements Masses Loads IsDefault
Text Yes/No Yes/No Yes/No Yes/No
MSSSRC1 Yes Yes No Yes
TABLE: Material Properties 01 - General
Material Type Grade SymType TempDepend Color GUID
Text Text Text Text Yes/No Text Text
4000Psi Concrete f'c 4000 psi Isotropic No Red
A36 Steel Grade 36 Isotropic No Magenta
A416Gr270 Tendon Grade 270 Uniaxial No Cyan
A992Fy50 Steel Grade 50 Isotropic No Cyan
 Notes
Text
Customary f'c 4000 psi 23/11/2019 18:49:53
United States ASTM A36 Grade 36 added 23/11/2019 19:07:49
ASTM A416 Grade 270 23/11/2019 22:09:40
ASTM A992 Grade 50 23/11/2019 18:49:53
TABLE: Material Properties 02 - Basic Mechanical Properties
Material UnitWeight UnitMass E1 G12 U12 A1
Text Kgf/m3 Kgf-s2/m4 Kgf/m2 Kgf/m2 Unitless 1/C
4000Psi 2402.7696651 245.0143073 2534563541 1056068142 0.2 9.9E-06
A36 7849.0475724 800.38007069 20390000000 7841930445 0.3 1.17E-05
A416Gr270 7849.0475724 800.38007069 20040000000 1.17E-05
A992Fy50 7849.0475724 800.38007069 20390000000 7841930445 0.3 1.17E-05
TABLE: Material Properties 03a - Steel Data
Material Fy Fu EffFy EffFu SSCurveOpt SSHysType SHard
Text Kgf/m2 Kgf/m2 Kgf/m2 Kgf/m2 Text Text Unitless
A36 25310506.54 40778038.32 37965759.81 44855842.15 Simple Kinematic 0.02
A992Fy50 35153481.31 45699525.7 38668829.44 50269478.27 Simple Kinematic 0.015
 SMax SRup FinalSlope
Unitless Unitless Unitless
0.14 0.2 -0.1
0.11 0.17 -0.1
TABLE: Material Properties 03b - Concrete Data
Material Fc eFc LtWtConc SSCurveOpt SSHysType SFc SCap FinalSlope
Text Kgf/m2 Kgf/m2 Yes/No Text Text Unitless Unitless Unitless
4000Psi 2812278.5 2812278.5 No Mander Takeda 0.002219 0.005 -0.1
FAngle DAngle
Degrees Degrees
0 0
TABLE: Material Properties 03f - Tendon Data
Material Fy Fu SSCurveOpt SSHysType FinalSlope
Text Kgf/m2 Kgf/m2 Text Text Unitless
A416Gr270 172322365.4 189828799.1 270 ksi Kinematic -0.1
TABLE: Material Properties 06 - Damping Parameters
Material ModalRatio VisMass VisStiff HysMass HysStiff
Text Unitless 1/Sec Sec 1/Sec2 Unitless
4000Psi 0 0 0 0 0
A36 0 0 0 0 0
A416Gr270 0 0 0 0 0
A992Fy50 0 0 0 0 0
TABLE: Options - Colors - Display
DeviceType Points LinesFrame LinesFrmDL LinesCable LinesTendon SpringLinks Restraints
Text Text Text Text Text Text Text Text
Screen Blue Blue Blue Green Green Green Green
Printer Gray8Dark Black Gray4 Black Black Gray8Dark Gray8Dark
Color Printer Blue Blue Blue Green Green Green Green
 Releases Axes Text ShadowLines GuideLines Highlight Selection AreaFillBot AreaFillTop
Text Text Text Text Text Text Text Text Text
Green Cyan Black Gray8Dark Gray8Dark Red 10504778 Red 16744703
Gray4 Black Black Gray4 Gray4 Black Black Gray4 Gray8Dark
Green Cyan Black Gray8Dark Gray8Dark Red 10504778 Red 16744703
 AreaFillSd AreaEdge SolidF1 SolidF2 SolidF3 SolidF4 SolidF5 SolidF6 SolidEdge
Text Text Text Text Text Text Text Text Text
Red DarkRed Red Blue Green Yellow White Cyan DarkRed
Gray4 Black Gray1Light Gray2 Gray3 Gray4 Gray5 Gray6 Black
Red DarkRed Red Blue Green Yellow White Cyan DarkRed
 Floor Background BGLowLeft BGLowRight BGUpRight Darkness
Text Text Text Text Text Unitless
Gray4 White White White White 0.5
Gray4 White White White White 0.5
Gray4 White White White White 0.5
TABLE: Options - Colors - Output
DeviceType Contour1 Contour2 Contour3 Contour4 Contour5 Contour6 Contour7 Contour8
Text Text Text Text Text Text Text Text Text
Screen 13107400 6553828 Red 16639 Orange 43775 54527 Yellow
Printer Black 3158064 4210752 5263440 6316128 7368816 Gray8Dark Gray7
Color Printer 13107400 6553828 Red 16639 Orange 43775 54527 Yellow
 Contour9 Contour10 Contour11 Contour12 Contour13 Contour14 Contour15 Transpare Ratio1
Text Text Text Text Text Text Text Unitless Text
65408 Green 8453888 Cyan 16755200 16733440 Blue 0.5 Cyan
Gray6 Gray5 Gray4 Gray3 Gray2 Gray1Light White 0 Gray2
65408 Green 8453888 Cyan 16755200 16733440 Blue 0 Cyan
 Ratio2 Ratio3 Ratio4 Ratio5 RatioNotD RatioNotC RatioVal1 RatioVal2 RatioVal3
Text Text Text Text Text Text Unitless Unitless Unitless
Green Yellow Orange Red Gray4 Red 0.5 0.7 0.9
Gray4 Gray8Dark 4210752 Black Gray4 Black 0.5 0.7 0.9
Green Yellow Orange Red Gray4 Red 0.5 0.7 0.9
RatioVal4 DFillPos DFillNeg DFillRPos DFillRNeg
Unitless Text Text Text Text
1 Blue Red Green Green
1 Gray8Dark Gray8Dark 4210752 4210752
1 Blue Red Green Green
TABLE: Overwrites - Steel Design - AISC 360-10
Frame DesignSect FrameType Fy RLLF AreaRatio XLMajor
Text Text Text Kgf/m2 Unitless Unitless Unitless
1 Program Determined Program Determined 0 0 0 0
2 Program Determined Program Determined 0 0 0 0
3 Program Determined Program Determined 0 0 0 0
4 Program Determined Program Determined 0 0 0 0
5 Program Determined Program Determined 0 0 0 0
6 Program Determined Program Determined 0 0 0 0
7 Program Determined Program Determined 0 0 0 0
8 Program Determined Program Determined 0 0 0 0
9 Program Determined Program Determined 0 0 0 0
10 Program Determined Program Determined 0 0 0 0
11 Program Determined Program Determined 0 0 0 0
12 Program Determined Program Determined 0 0 0 0
13 Program Determined Program Determined 0 0 0 0
14 Program Determined Program Determined 0 0 0 0
15 Program Determined Program Determined 0 0 0 0
16 Program Determined Program Determined 0 0 0 0
17 Program Determined Program Determined 0 0 0 0
18 Program Determined Program Determined 0 0 0 0
19 Program Determined Program Determined 0 0 0 0
20 Program Determined Program Determined 0 0 0 0
21 Program Determined Program Determined 0 0 0 0
22 Program Determined Program Determined 0 0 0 0
23 Program Determined Program Determined 0 0 0 0
24 Program Determined Program Determined 0 0 0 0
25 Program Determined Program Determined 0 0 0 0
26 Program Determined Program Determined 0 0 0 0
27 Program Determined Program Determined 0 0 0 0
28 Program Determined Program Determined 0 0 0 0
29 Program Determined Program Determined 0 0 0 0
30 Program Determined Program Determined 0 0 0 0
31 Program Determined Program Determined 0 0 0 0
32 Program Determined Program Determined 0 0 0 0
33 Program Determined Program Determined 0 0 0 0
XLMinor XLLTB K1Major K1Minor K2Major K2Minor KLTB CmMajor CmMinor Cb
Unitless Unitless Unitless 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 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 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 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 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
B1Major B1Minor B2Major B2Minor HSSReduceT HSSWelding Omega0
Unitless Unitless Unitless Unitless Yes/No Text Unitless
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
0 0 0 0 Program Determined Program Determined 0
 Ry Pnc Pnt Mn3 Mn2 Vn2 Vn3 CheckDefl
Unitless Kgf Kgf Kgf-m Kgf-m Kgf Kgf Yes/No
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
0 0 0 0 0 0 0 Program Determined
 DeflType DLRat SDLAndLLRat LLRat TotalRat NetRat DLAbs SDLAndLLAbs
Text Unitless Unitless Unitless Unitless Unitless m m
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
Program Determined 0 0 0 0 0 0 0
LLAbs TotalAbs NetAbs SpecCamber DCLimit
m m m m Unitless
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 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
TABLE: Preferences - Aluminum Design - AA-ASD 2000
THDesign FrameType SRatioLimit MaxIter LatFact UseLatFact Bridge
Text Text Unitless Unitless Unitless Yes/No Yes/No
Envelopes Moment Frame 1 1 1.333333 No No
TABLE: Preferences - Cold Formed Design - AISI-ASD96
THDesign FrameType SRatioLimit MaxIter OmegaBS OmegaBUS OmegaBLTB OmegaVS
Text Text Unitless Unitless Unitless Unitless Unitless Unitless
Envelopes Braced Frame 1 1 1.67 1.67 1.67 1.67
OmegaVNS OmegaT OmegaC
Unitless Unitless Unitless
1.5 1.67 1.8
TABLE: Preferences - Concrete Design - ACI 318-14
THDesign NumCurves NumPoints MinEccen PatLLF UFLimit SeisCat Rho Sds
Text Unitless Unitless Yes/No Unitless Unitless Text Unitless Unitless
Envelopes 24 11 Yes 0.75 0.95 D 1 0.5
 PhiT PhiCTied PhiCSpiral PhiV PhiVSeismic PhiVJoint
Unitless Unitless Unitless Unitless Unitless Unitless
0.9 0.65 0.75 0.75 0.6 0.85
TABLE: Preferences - Dimensional
MergeTol FineGrid Nudge SelectTol SnapTol SLineThick PLineThick MaxFont MinFont
m m m Unitless Unitless Unitless Unitless Unitless Unitless
0.001 0.25 0.25 3 12 2 4 8 3
AutoZoom ShrinkFact TextFileLen
Unitless Unitless Unitless
10 70 240
TABLE: Preferences - Steel Design - AISC 360-10
THDesign FrameType PatLLF SRatioLimit MaxIter SDC SeisCode SeisLoad ImpFactor
Text Text Unitless Unitless Unitless Text Yes/No Yes/No Unitless
Envelopes SMF 0.75 0.95 1D Yes Yes 1
SystemRho SystemSds SystemR SystemCd Omega0 Provision AMethod SOMethod
Unitless Unitless Unitless Unitless Unitless Text Text Text
1 0.5 8 5.5 3 LRFD Direct Analysis General 2nd Order
 SRMethod NLCoeff PhiB PhiC PhiTY PhiTF PhiV PhiVRolledI PhiVT
Text Unitless Unitless Unitless Unitless Unitless Unitless Unitless Unitless
Tau-b Fixed 0.002 0.9 0.9 0.9 0.75 0.9 1 0.9
 PlugWeld HSSWelding HSSReduceT CheckDefl DLRat SDLAndLLRat LLRat TotalRat
Yes/No Text Yes/No Yes/No Unitless Unitless Unitless Unitless
Yes ERW No No 120 120 360 240
NetRat
Unitless
240
TABLE: Program Control
ProgramName Version ProgLevel LicenseNum LicenseOS LicenseSC LicenseHT
Text Text Text Text Text Text Text
SAP2000 20.2.0 Ultimate 3010*1HNLS979C5Q63AY Yes Yes No
 CurrUnits SteelCode ConcCode AlumCode ColdCode RegenHinge
Text Text Text Text Text Text
Kgf, m, C AISC 360-10 ACI 318-14 AA-ASD 2000 AISI-ASD96 Yes
TABLE: Project Information
Item Data
Text Text
Company Name
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 3.2E-05 0.00635
#3 7.1E-05 0.009525
#4 0.000129 0.0127
#5 0.0002 0.015875
#6 0.000284 0.01905
#7 0.000387 0.022225
#8 0.00051 0.0254
#9 0.000645 0.028651
#10 0.000819 0.032258
#11 0.001006 0.035814
#14 0.001452 0.043002
#18 0.002581 0.057328
10M 0.0001 0.0113
15M 0.0002 0.016
20M 0.0003 0.0195
25M 0.0005 0.0252
30M 0.0007 0.0299
35M 0.001 0.0357
45M 0.0015 0.0437
55M 0.0025 0.0564
6d 2.8E-05 0.006
8d 5E-05 0.008
10d 7.9E-05 0.01
12d 0.000113 0.012
14d 0.000154 0.014
16d 0.000201 0.016
20d 0.000314 0.02
25d 0.000491 0.025
26d 0.000531 0.026
28d 0.000616 0.028
N12 0.000113 0.012
N16 0.000201 0.016
N20 0.000314 0.02
N24 0.000452 0.024
N28 0.000616 0.028
N32 0.000804 0.032
N36 0.00102 0.036
TABLE: Solid Property Definitions
SolidProp Material MatAngleA MatAngleB MatAngleC InComp Color GUID Notes
Text Text Degrees Degrees Degrees Yes/No Text Text Text
Solid1 4000Psi 0 0 0 Yes Red
TotalWt TotalMass
Kgf Kgf-s2/m
0 0