Check m A five-story bullding plan is shown in figure (a). Following the ASCE standard, the wind pressure along t...
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...
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...
Problem 5 Determine the wind pressure diagram on the all 4 sides and the roof of the 10-story building shown in image below. Building is located in region with designed wind speed of 140 m/h, wind exposure category D. Assume Kzt=1 and Kd=0.85. Importance factor I=1. On the windward side evaluate the magnitude of the wind pressure every 35 ft. Compute internal pressure assuming building is fully enclosed. Compute base shear and overturning moment due to wind. B A leeward...
Solve number Q7 5- Consider the floor plan shown in the Figure 1, Compute the tributary areas for (a) floor beam BI, (b) girder G1, (c) girder G2, (d) comer column C3, and (e) interior column B2. Gi G2 12-24 B2 Bl 12'= 24' C3 Figure 1 Refer to Figure 1, for the floor plan. Calculate the influence areas for (a) floor beam Bl, (b) girder G1, (c) girder G2, (d) cormer column C3, and (e) interior column B2. (Influence...
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...
CVE 313- 1- Design a square footing for the interior column shown in the figure. The column carries 2 k 't of uniform live load and 1.5 k/t of uniform dead load (including the self weiht of the structure), the base of the footing is 5 ft below grade, the soil weight is 100 lb/ft', and q," 5000 psf. and concrete unit weight is 150 lb/ (25 points) NOTE: Your design should only include the following (one-way shear, two-way shear,...
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....