Table 1 Summary of design data.
From: Modeling of RC Frame Buildings for Progressive Collapse Analysis
Types | Beam (a) | Beam (b) | Column (a) | Column (b) | ||
|---|---|---|---|---|---|---|
Dimensions: b × h (mm) | 500 × 360 | 600 × 430 | 500 × 500 | 600 × 600 | ||
Mid-span | Support | Mid-span | Support | Â | Â | |
1 Story | ||||||
 Longitudinal reinforcement | 3: ϕ16 (top) 4: ϕ16 (bot) | 4: ϕ22 (top) 3: ϕ22 (bot) | 3: ϕ19 (top) 4: ϕ19 (bot) | 4: ϕ19 (top) 3: ϕ19 (bot) | 16: ϕ25 | 16: ϕ22 |
 Shear reinforcement | 2: ϕ12 @152 mm | 2: ϕ12 @76 mm | 2: ϕ12 @178 mm | 2: ϕ12 @76 mm | 3: ϕ12 @203 mm | 3: ϕ12 @178 mm |
3 Story | ||||||
 Longitudinal reinforcement | 3: ϕ16 (top) 4: ϕ16 (bot) | 4: ϕ22 (top) 3: ϕ22 (bot) | 3: ϕ19 (top) 4: ϕ19 (bot) | 4: ϕ19 (top) 3: ϕ19 (bot) | 16: ϕ25 | 16: ϕ22 |
 Shear reinforcement | 2: ϕ12 @152 mm | 2: ϕ12 @76 mm | 2: ϕ12 @178 mm | 2: ϕ12 @76 mm | 3: ϕ12 @203 mm | 3: ϕ12 @178 mm |
6 Story | ||||||
|---|---|---|---|---|---|---|
Dimensions: b × h (mm) | 550 × 350 | 650 × 450 | 550 × 550 | 650 × 650 | ||
Mid-span | Support | Mid-span | Support | Â | Â | |
 Longitudinal reinforcement | 3: ϕ19 (top) 4: ϕ19 (bot) | 4: ϕ22 (top) 3: ϕ22 (bot) | 3: ϕ16 (top) 4: ϕ16 (bot) | 4: ϕ22 (top) 3: ϕ22 (bot) | 16: ϕ25 | 16: ϕ19 |
 Shear reinforcement | 2: ϕ12 @152 mm | 2: ϕ12 @76 mm | 2: ϕ12 @152 mm | 2: ϕ12 @76 mm | 3: ϕ12 @203 mm | 3: ϕ12 @152 mm |