hw9 - Texas A&M University Zachry Department of Civil...

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1 Texas A&M University Zachry Department of Civil Engineering CVEN 444 Structural Concrete Design Fall 2010 Date Assigned: Thursday, October 28, 2010 Date Due: Thursday, November 4, 2010 Assignment No. 9 (100 pts.) The structural floor plan of a three-story (ground plus 3 floors) office building is shown on the next page. The roof covers the hole used for the elevator shaft and stairwells. The new building will be located in Houston, Texas. Story floor systems consist of one-way pan joists supported on column lines A through F. The design loads for the floor (in addition to the self-weight) include a superimposed dead load of 20 psf to account for partitions, plumbing, etc and a design live load of 75 psf, plus a 0.25 kip/ft wall load around the building perimeter. The dimensional variables for the project are defined as: L = 30 ft; f’c = 4,000 psi; fy = 60,000 psi; Bw = 6 in.; Sw = 30”.
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This note was uploaded on 01/27/2011 for the course CVEN 444 taught by Professor Staff during the Fall '08 term at Texas A&M.

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hw9 - Texas A&M University Zachry Department of Civil...

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