Design Method | N. storeys | W [kN] | T [s] | Fh [kN] | Ωmin | ||||
---|---|---|---|---|---|---|---|---|---|
CHS | HE | CHS | HE | CHS | HE | CHS | HE | ||
LS | 3 | 46 | 63 | 0.3* | 0.3* | 549 | 549 | 2.15 | 3.90 |
6 | 159 | 234 | 0.5* | 0.5* | 1085 | 1085 | 2.11 | 4.04 | |
10 | 408 | 722 | 0.73* | 0.73* | 1254 | 1254 | 2.46 | 4.43 | |
LD | 3 | 52 | 71 | 0.33 | 0.25 | 580 | 588 | 2.32 | 4.21 |
6 | 140 | 215 | 0.58 | 0.44 | 1062 | 1064 | 1.86 | 3.41 | |
10 | 309 | 602 | 1 | 0.68 | 988 | 1428 | 2.34 | 3.70 | |
*T=C1H3/4 with C1 = 0.05, H= total height of the structure |