Seismic Performance of Steel Frames with Semirigid Connections

Table 2

Sectional properties of 5-, 10-, and 15-storey frames.

Storey	5-storey frame	10-storey frame	15-storey frame
Column section
1–3	W12 87	W27 102	W33 152
4–6	W12 19	W24 68	W30 148
7–9	—	W24 55	W24 84
10–12	—	W14 22	W21 73
13–15	—		W16 57
Beam section
1–3	W14 38	W14 48	W14 53
4–6	W14 34	W14 48	W14 53
7–9	—	W14 48	W14 48
10–12	—	W12 40	W12 40
13–15	—		W10 39