The two columns in the following floor framing plan support…

The two columns in the following floor framing plan support only loads from a theater with fixed seats on the second floor. The city has approved floor live load reductions for this particular building. A dead load of 12.7 psf acts on the tributary area of the columns. Combine this with the reduced floor live load, and then determine the total load that acts on one of the columns.

You have been tasked with designing a one-story barn. The me…

You have been tasked with designing a one-story barn. The mean roof height is 25 ft, and the roof angle is 20 degrees. The basic wind speed has been provided by the local building authority and is 115 mph. Assume that exposure category D is applicable and that the building is not located on a hill or an escarpment. Also assume that the building is an enclosed simple diaphragm and that the building meets all eight conditions listed in ASCE 7-10 section 28.6.2. Determine the simplified design wind pressure, ps30, on Zone A of the Main Wind Force Resisting System using the Simplified Envelope Procedure.

The following roofing materials are stacked on a pallet at a…

The following roofing materials are stacked on a pallet at a construction site. The pallet is 3 ft by 8 ft, and the materials have been cut and stacked so that each layer completely covers the pallet. Use ASCE 7-10 to determine the total dead load resting on the pallet.7 layers of asphalt shingles9 layers of deck, metal, 20 gage4 layers of plywood, 3/8-in. thick