Find total shear and unit shear at the midheight of the wall
Civil Engineering
Given: The elevation of the end shearwall of a building as shown in Fig. 3.C. The force from the roof diaphragm to the shearwall is 10 k. The wall dead load D = 20 psf, and the seismic coefficient is 0.200.
Find: The total shear and the unit shear at the midheight of the wall adjusted to an ASD level
