Analysing your building
- 1 Prepare model
- 2 Solve
- 3 Prepare results
- 4 Ready
Choose what to inspect first while the analysis runs.
| 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 |
| Supp |
X |
Y |
Z |
Ux |
Uy |
Uz |
Rx |
Ry |
Rz |
New Model
Select Template
Continuous Beam
|
Click on the cells in table above to insert / update the beam data
|
|
Multi-Storey Frame
|
Click on the cells in table above to insert / update the Portal Frame data
|
|
Collar + Splayed Pods is now a zone geometry.
A pod zone can occur at the base, in the middle, or higher up the tower. If Repeats is greater than 1, the complete collar-pod module is reproduced vertically while the plan dimensions taper continuously from the zone bottom to the zone top.
For 3-leg towers, the X/Side dimensions define the equilateral-triangle side and the Y boxes are disabled. For 4-leg towers, X and Y may be different.
| Zone |
Height
(m) |
Bottom X / Side
(m) |
Bottom Y
(m) |
Top X / Side
(m) |
Top Y
(m) |
Repeats |
Zone Geometry |
Bracing |
Sub-panels |
Pod Top
% |
Actions |
Standard Lattice: Repeats acts as the number of major lattice modules; Sub-panels divides each module vertically before applying the selected face bracing.
Collar + Splayed Pods: each repeat starts from the outer plan corners at the lower module boundary and opens into triangular pod cells at the upper collar boundary. Pod Top % controls how far those cells extend along the collar edges; 50% reaches the edge mid-points.
Mode Shapes
|
|
Mass Source
Show Loading
Load Case
Assign Frame Sections
| Material |
|
| Section |
|
| |
| fy Grade |
|
|
| Library |
|
| Family |
|
| Section |
|
|
|
|
|
| |
|
| |
| f'b Bending MPa |
— |
| f't Tension MPa |
— |
| f's Shear MPa |
— |
| f'c Compression MPa |
— |
| ϕ1 (T2.1 -Housing) |
— |
| ϕ2 (T2.1 Buildings) |
— |
| ϕ3 (T2.1 Essential) |
— |
| f'p (TH2.2 Bearing Per.) |
— |
| f'l (TH2.2 Bearing Par.) |
— |
| f'sj (TH2.2 Shear Jnt) |
— |
| f'tp (TH2.2 Tens Per.) |
— |
| K1 - Duration (2.4.1) |
— |
| K4 Seasoning (2.4.2) |
— |
| K6 Temprature (2.4.3) |
1.00 |
| K9 Sharing (2.4.5) |
1.00 |
| K12 Bending (3.2.4) |
— |
| lenderness Coeff. S1 |
— |
| Bending Constant ρb |
— |
| Bending Capacity |
— |
| Shear Capacity |
— |
|
Sections and Materials libraray : MIT License © 2023 Joseph Gattas —
Full Text
|
|
Design Densities : Reference: TABLE H2.4, AS1720.1-2010 (Amendments 1/2/3)
(© Standards Australia. For official copy see
Standards Australia
).
|
|
|
|
Parametrics
select elements to change properties
Steel Sections
| Library |
|
| Family |
|
| Section |
|
|
|
|