Figure shows a plan view of a single story building that is supported by reinforced concrete bearing /shear wall system,

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Figure Shows A Plan View Of A Single Story Building That Is Supported By Reinforced Concrete Bearing Shear Wall System 1 (44.49 KiB) Viewed 17 times

Figure shows a plan view of a single story building that is supported by reinforced concrete bearing /shear wall system, the base shear is 20 kips in both directions N/S and E/W evenly distributed in the roof area, the center of the mass is shown in the figure, Rrepresent the relative rigidity of each wall. All walls are 8" thick, with E-1,000,000 psi. The story height is 15-0". Determine the following: 1. Wall load on Line A assuming rigid diaphragm action, Center of rigidity is at (70,60) from lower left 2. Wall load Wall load on Line 1 assuming rigid diaphragm action Center of rigidity is at (70.60) from lower left 3. Wall load on line B assuming flexible diaphragm -150-0 -60-0- 40-0 -50-0" L35-09 Rulo L = 20-01 Rs.44 L35-0" Re0-81 -50-0" -65-0" | CM -100-0" L-20-0 R20-42 50-0" 55-0- L35-0" Reto