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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 7...
Consider the five-story building shown in the figure.The average weights of the floor and roof are 110 lb/ft2 and 70 lb/ft2, respectively The values of Sps and Sp1are equal to 0.9 gand 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 building. 4 25 100 Plan Plan roof 20 5 4...
Please answer all parts of the questions. ne e.Slory bulding shown in the figure.The average weights of the floor and roof are 100 Ibit 2 and 70 Ib/ft2 respectively. The values of Sos and Sp1are 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 R equals 8. Compute the seismic base shear V. Then, distribute the base shear along the height of the...
Consider a 6 story building with a total plan area B x L. Which B=100ft and L=60ft. The average weight of each floor and roof are 100lb/ft2 and 80lb/ft2, respectively. The 72ft tall building is located in a seismic region with SDS= 1.0g and SD1= 0.7 for a building supported on rock, where g is the gravitational acceleration. The structure of the building consists of steel moment frames (all joints are rigid) that have R value of 8. The importance...
Check m A five-story bullding plan is shown in figure (a). Following the ASCE standard, the wind pressure along the helght the windward side has been established as shown in the figure (c). on (1 2 4 5 D 4@ 25'- 100 Plan (a) roof 20 5 4 15 13 2 wind pressures in Ib/ft2 Building Section 5@ 12'= 60- 3 @30'=90 3 @ 20= 60 Considering the windward pressure in the east-west direction, use the tributary each floor level....
Design the first story shear wall for a three-story building with unfactored north- south lateral wind loads of 32 kips, 64 kips, 64 kips at the roof, third floor, and second floor, respectively. The floor-to-floor height is 12 ft and all shear walls have equal thickness and an equal length of 15 ft. Assume normal-weight concrete: fe' is 3000 psi and fy is 60,000 psi. Note: please the units that are in feet and inches if they can draw the...
A one-story building shown has a concrete slab roof. The shear walls are all 10-inch concrete and also act as bearing walls. All the walls are 12 feet in height. The walls are assumed to act as cantilevers. Consider earthquake in the North-South direction. Determine the distribution of the shears on the shear walls. Assume the design base shear V= 100 kips in the N-S direction. The center of mass is located on the plan. The building is in Seismic...
General Information (Problems 2–4) The envelope of a four-story steel building (risk category II) is shown below. Resistance to lateral loads (wind and earthquake) in the direction shown is provided by a steel braced frame on the interior of the building. The gravity load system, floor and roof diaphragms, and the lateral load system for the orthogonal direction are omitted from the figure. GRAVITY BF Roof 15 ft - - - - - - 15 ft WIND 3 15 ft...