Effect of alternative load path design method on preventing progressive collapse and reducing the rehabilitation cost using FEMA-P58

Journal of Engineering and Applied Science

Table 2 Beams dimensions and reinforcement for analysis models

No. of Floors	Model Type	Dimensions (mm)	Reinforcement
No. of Floors	Model Type	Dimensions (mm)	Bottom	Top
6^th Floors	Case (A)	200 × 600	4 ɸ 16	4 ɸ 16
6^th Floors	Case (B)	250 × 700	4 ɸ 18	4 ɸ 18
9^th Floors	Case (A)	200 × 600	5 ɸ 16	5 ɸ 16
9^th Floors	Case (B)	250 × 700	5 ɸ 18	5 ɸ 18
12^th Floors	Case (A)	200 × 600	6 ɸ 16	6 ɸ 16
12^th Floors	Case (B)	250 × 700	6 ɸ 18	6 ɸ 18
15^th Floors	Case (A)	200 × 600	6 ɸ 18	6 ɸ 18
15^th Floors	Case (B)	250 × 700	6 ɸ 22	6 ɸ 22