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Consider the five-story building shown in the figure.The average weights of the floor and roof are 80 lb/ft and 70 lb/ft, res
Plan (a) roof 20 5 4 15 13 2 Building Section wind pressures in lb/ft2 (c) (b) 5 @ 12= 60 3 @ 20= (
The seismic base shear Vof the building is kips. The seismic base shear Fx on the roof is kips. The seismic base shear Fx on
Consider the five-story building shown in the figure.The average weights of the floor and roof are 80 lb/ft and 70 lb/ft, respectively The values of SDS and Spiare equal to 0.9 g and 0.4 g. respectively. Since steel moment frames are used in the north-south direction to resist the seismic forces, the value of Requals 8. Compute the seismic base shear V. Then, distribute the base shear along the height of the bulding A 4@25' 100
Plan (a) roof 20 5 4 15 13 2 Building Section wind pressures in lb/ft2 (c) (b) 5 @ 12'= 60' 3 @ 20'= (
The seismic base shear Vof the building is kips. The seismic base shear Fx on the roof is kips. The seismic base shear Fx on the fifth floor is kips. The seismic base shear Fx on the fourth floor is kips. kips. The seismic base shear Fx on the third floor is The seismic base shear Fx on the second floor is kips.
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