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A 14.7 meters four story, concrete special moment resisting frame with the properties given below is located on a site in Palawan with stiff
A 14.7 meters four story, concrete special moment resisting frame with the properties given below is located on a site in Palawan with stiff soil profile type. The site is situated 7.5 km away from potential seismic source type A. Determine the total weight of the structure that will be used in the computation of the seismic base shear. (Do not use comma) Weight per Element Columns Beams Slabs Walls Parapet Total Weight (kN) 12,000 kN 9000 kN 1000 KN 1200 kN 800 kN
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