Temperature Loads

ΔΤ_Μ,heat = 10.5˚C

ΔΤ_Μ,cool = 8˚C

Wind Loads

v_b = 24 m/s

Traffic Loads

Load Model 1

Load Model 3

Seismic Loads

Elastic Response Spectrum Type 1:

a_gR = 0.25 g

γ_I = 1.30

η = 1.00

S = 1.20

Τ_Β = 0.15 sec

Τ_Β = 0.50 sec

Τ_D = 2.00 sec