Allu

Problem 4 (20 points) - A50fttall, 3-story hotel with a footprint of70ftby350ftis located in Bishop (CA) at372148.74N,1182342.40W, on Site Class C soil. The2ndfloor is located at a height of20ftabove the base, the3rdfloor is35ftabove the base, and the roof is connected to the seismic force-resisting system (SFRS) at the height of50ftabove the base. The seismic weight at the roof level is 410 kips, the seismic weight at the3rdfloor level is 500 kips, and the seismic weight at the2nd-floor level is 560 kips. The SFRS in the350ftdirection is steel special moment-resisting frames, and the (separate) SFRS in the70ftdirection is wood light-frame bearing walls (sheathed with structural panels). For each seismic loading direction of the building, determine the seismic base shear(V)and the story force(Fx)at each level of the structure.

Pls make use of ASCE 7-16, if possible

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