From: Effect of alternative load path design method on preventing progressive collapse and reducing the rehabilitation cost using FEMA-P58
Material
Strength (N/mm2)
Unit Weight (kN/m3)
Modulus of Elasticity Es (N/mm2)
Poisson’s Ratio (ν)
Concrete
Fcu = 40
25
27,828
0.20
Reinforcement Steel
FU / Fy = 600/400
78.5
200,000
0.30