Plan roof 20 5 4 15 13 Building Section Wind pressures in lb/ft2 The seismic base shear Vof the building iskips The seismic base shear Fx on the roof iskips The seismic base shear Fx on the fifth floor iskips The seismic base shear Fx on the fourth floor is kips The seismic base shear Fx on the third floor iskips The seismic base shear fx on the second floor is kips
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Consider the five-story building shown in the figure.The average weights of the floor and roof are 110 lb/ft2 and 70 lb...
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 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...
Please answer all parts of the questions. ne e.Slory bulding shown in the figure.The average weights of the floor and r...
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...
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 t...
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....
A one-story building shown has a concrete slab roof. The shear walls are all 10-inch concrete...
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...
PROBLEM 3: (40points) Figure shows te clevation and main floor plan for five-story bailding. The building...
PROBLEM 3: (40points) Figure shows te clevation and main floor plan for five-story bailding. The building is clad with nonstructural precest pansl There are no sructural walls or other bracing. The floor besms in the north-south direction are all 450mm wide with an overa depth of 750mm. The floor slabs are 150mm thick Assume all the floors are to be designed for a superimposed dead load of S KPa plus alive load of 12KPa, which includes a 3.5KPa partition loading....
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...
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...
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....
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...
PROBLEM 3: (40points) Figure shows te clevation and main floor plan for five-story bailding. The building is clad with nonstructural precest pansl There are no sructural walls or other bracing. The floor besms in the north-south direction are all 450mm wide with an overa depth of 750mm. The floor slabs are 150mm thick Assume all the floors are to be designed for a superimposed dead load of S KPa plus alive load of 12KPa, which includes a 3.5KPa partition loading....
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