Effect of the Bracing System on the Probability of Collapse of Steel Structures under Maximum Credible Earthquake

Table 5

Specifications of steel and concrete materials used.

Steel material type ST-37
Elasticity module, E	2.1 ∗ 10^7 ton/m^3
Yield stress, Fy	24000 ton/m^2
Ult. strength, Fu	37000 ton/m^2
Weight per volume	7.85 ton/m^3
Concrete material type C-25
Elasticity module, E	2.5 ∗ 10^6 ton/m^3
Rebars yield stress, Fy	40000 ton/m^2
Transverse rebar yield stress, fys	37000 ton/m^2
Weight per volume	2.5 ton/m^3
Compressive strength	2800 ton/m^2