Given the elevation of the end shearwall of a building as, Civil Engineering

Given the elevation of the end shearwall of a building as

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

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