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