Design checks*
Item | Load perm. (kN) | Load var. (kN) | Span (m) | Deflection (m) | Applied | Resistance | Deflection ratio | Strength ratio |
---|---|---|---|---|---|---|---|---|
UB457x152x52 | 0.000 | 0.000 | 0.000 | 0.000 |
V: 0.0 kN, My: 0.0 kNm |
V: 0.0 kN, My: 0.0 kNm | 0.000 | 0.000 |
UB254x102x25 | 0.000 | 0.000 | 0.000 | 0.000 |
V: 0.0 kN, My: 0.0 kNm |
V: 0.0 kN, My: 0.0 kNm | 0.000 | 0.000 |
UC254x254x89 | 0.000 | 0.000 | 4.000 |
N: 0.0 kN, My: 0.0 kNm, Mz: 0.0 kNm |
N: 0.0 kN, My: 0.0 kNm, Mz: 0.0 kNm |
0.000 |
* 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.
Quantities
Item | Qty. | Length (m) | Weight (t) | Total length (m) | Total weight (t) |
---|---|---|---|---|---|
UB457x152x52 | 0 | 0.000 | 0.000 | 0.000 | 0.000 |
UB254x102x25 | 0 | 0.000 | 0.000 | 0.000 | 0.000 |
Total | 0 |