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Table 1 Properties of materials

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