Continuous Beam
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Click on the cells in table above to insert / update the beam data
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Multi-Storey Frame
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Click on the cells in table above to insert / update the Portal Frame data
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| Shell ID |
Vertices |
Thickness |
Material |
Type |
LocalAxis |
Loads |
Others |
| Node ID |
X |
Y |
| ImgN1 |
0.500 |
19.237 |
| ImgN2 |
27.000 |
0.500 |
| Wall ID |
X1 |
Y1 |
Z1 |
X2 |
Y2 |
Z2 |
E |
Ix |
Iy |
J |
A |
Type |
UDL |
UDLDir |
P1 |
XP1 |
P1Dir |
P2 |
XP2 |
P2Dir |
P3 |
XP3 |
P3Dir |
Rls1 |
Rls2 |
NL1X |
NL1Y |
NL1Z |
NL2X |
NL2Y |
NL2Z |
PUDL1 |
PUDL2 |
PUDLLength |
PUDLDist |
PUDLDir |
SecShape |
SecGeom |
LocalAxis |
Others |
Mode Shapes
| Mode |
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| Frequency |
- |
| Period |
- |
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Load Combinations
Show Loading
Load Case
Define Materials
(reassing all sections if already modelled)
Assign Frame Sections
| Material |
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| Section |
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| fy Grade |
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| Library |
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| Family |
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| Section |
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| f'b Bending MPa |
β |
| f't Tension MPa |
β |
| f's Shear MPa |
β |
| f'c Compression MPa |
β |
| Ο1 (T2.1 -Housing) |
β |
| Ο2 (T2.1 Buildings) |
β |
| Ο3 (T2.1 Essential) |
β |
| f'p (TH2.2 Bearing Per.) |
β |
| f'l (TH2.2 Bearing Par.) |
β |
| f'sj (TH2.2 Shear Jnt) |
β |
| f'tp (TH2.2 Tens Per.) |
β |
| K1 - Duration (2.4.1) |
β |
| K4 Seasoning (2.4.2) |
β |
| K6 Temprature (2.4.3) |
1.00 |
| K9 Sharing (2.4.5) |
1.00 |
| K12 Bending (3.2.4) |
β |
| lenderness Coeff. S1 |
β |
| Bending Constant Οb |
β |
| Bending Capacity |
β |
| Shear Capacity |
β |
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Sections and Materials libraray : MIT License Β© 2023 Joseph Gattas β
Full Text
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Design Densities : Reference: TABLE H2.4, AS1720.1-2010 (Amendments 1/2/3)
(Β© Standards Australia. For official copy see
Standards Australia
).
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Parametrics
select elements to change properties
Steel Sections
| Library |
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| Family |
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| Section |
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