Question 3.1: Locating the center of mass of a building A plan view of a t...
Locating the center of mass of a building
A plan view of a typical floor of a multistory building is shown in Figure 3.3. Concrete shear walls resist lateral forces in both directions. Determine the location of the center of mass (CM) at the given floor level. The mass of the floor diaphragm is uniformly distributed and the weights of the concrete shear walls are as noted in the figure and are tributary to the diaphragm—that is, half of the wall height below and half of the wall height above the diaphragm constitutes the weight of the wall for analysis. The noncantilevered portion of the floor diaphragm is 85 psf and the cantilevered portion of the diaphragm is 65 psf. The floors of the building are 6 in. thick concrete slab on metal deck and are idealized as a rigid diaphragm. The floor-to-floor height is 12 ft.
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