ASCE 7 05 Seismic load CE REF COM
Example 2 Building frame systems with ordinary reinforced concrete shear wall Given Code ASCE 7 05 Equivalent lateral force procedure Design information Weight of building W 1000 kips 0 2 second response spectral acceleration Ss 0 5 1 second response spectral acceleration S 1 0 15 Soil profile class C Building frame systems with ordinary