Determine the rain load, R, on a flat roof given the following data.Vertical distance from primary roof drain to scupper inlet, ds = 6.5 in.Vertical distance to top of rain water above scupper inlet, dh = 2.2 in.

A 9-ft-long, simply-supported beam supports a concentrated dead load of 560 lb at its center. Determine the maximum bending moment in the beam.

Determine the flat roof snow load, pf, for an unheated building with a roof that is sheltered in terrain category D and has a risk category of II. Assume the ground snow load is 37 psf. Do not consider the minimum roof snow load, pm.

Find the reduced roof live load for a one-story building which has columns evenly spaced every 17 feet in the north-south direction and 23 feet in the east-west direction. The building has an ordinary pitched roof with a slope of 9 inch/foot.

The following roofing materials are stacked on a pallet at a construction site. The pallet is 4 ft by 7 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.4 layers of asphalt shingles5 layers of decking, 2-in. wood (Douglas fir)6 layers of plywood, 1/2-in. thick

The following roof framing plan shows girders, purlins, and subpurlins. If a dead load of 11.03 psf acts on the tributary area of one of the columns, determine the equivalent point load that acts on the column.

Determine the flat roof snow load, pf, for a building kept below freezing with a roof that is fully exposed in terrain category D and has a risk category of I. Assume the ground snow load is 45 psf. Do not consider the minimum roof snow load, pm.

Determine the rain load, R, on a flat roof given the following data.Vertical distance from primary roof drain to scupper inlet, ds = 4.4 in.Vertical distance to top of rain water above scupper inlet, dh = 2.6 in.

A dead load of 9.4 psf acts on a roof with a 6/12 inch/inch pitch. Determine the equivalent flat-roof load.

A 15-ft-long, simply-supported beam supports a uniformly distributed dead load of 50 lb/ft. Determine the maximum bending moment in the beam.