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Table 1 Details of prototype frame.

From: Progressive Collapse Resistance of RC Frames under a Side Column Removal Scenario: The Mechanism Explained

Items

Floor height

Bay span

Depth span

Beam size

Column size

Depth

Width

Depth

Width

3300 mm

3900 mm

5400 mm

Bay direction

Depth direction

   

350 mm

450 mm

200 mm

400 mm

400 mm

Items

Floor loads

Seismic fortification intensity

 

Materials

 

Live (other/roof)

Constant (other/roof)

7

Concrete

Longitudinal steel bars

Stirrups

2.5/0.5 kN/m2

6.0/7.5 kN/m2

C30

HRB335

HPB300

  1. C30 of concrete strength grade denote the characteristic value of compression strength for cube dimensions of 150 × 150 × 150 mm is 30 MPa (1 MPa = 0.145 ksi). HRB335 of steel bar types denote the characteristic value of strength for hot-rolled ribbed steel bar is 335 MPa; HPB300 of steel bar types denote the characteristic value of strength for hot-rolled plain steel bar is 300 MPa.