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Design checks* Design ratio:
0.000
| Item |
Load perm. (kN) |
Load var. (kN) |
Span |
Deflection (mm) |
Applied |
Resistance |
Deflection ratio |
Strength ratio |
|---|
* Checks are indicative and must not be used for actual designs. Section classes 1, 2, and 3 are supported;
Beams are assumed simply supported;
Columns effective length is taken as the height of the storey. Simple-column interaction equation is used;
Bracings only considers brace in tension.
Quantities
| Item |
Qty. |
Size |
Mass (t) |
Total size |
Total mass (t) |
Total CO2e (t) |
|---|
| Total |
|
|
|
|
0.000 |
0.000 |