Hmw1 - 35 psf Live Load Vertical 45 psf Report: Component...

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CVEN 4545 Steel Design HW 1 Due: 10 AM Jan. 29, 2009 A two-story building carries the nominal loads listed below (see graphics next page). Use LRFD load combinations to determine the controlling load combinations and total forces for the roof deck, floor deck, long wall and short wall. Report total force in kips. Identify LRFD load combinations by number. Walls Dead Load Vertical 38 psf Wind, Windward Horizontal 11 psf Wind, Leeward Horizontal 9 psf Roof Deck Dead Load Vertical 34 psf Roof Live Load Vertical 20 psf Snow Load Vertical 25 psf Wind Vertical, Upward 10 psf Floor Deck Dead Load Vertical
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Unformatted text preview: 35 psf Live Load Vertical 45 psf Report: Component Condition Load Combination Total Vertical Force Total Horizontal Force Short (72 ft) Wall Maximum vertical force Maximum horizontal force (windward wall) Maximum horizontal force (leeward wall) Long (100 ft) Wall Maximum vertical force Maximum horizontal force (windward wall) Maximum horizontal force (leeward wall) Roof Deck Maximum vertical force Floor Deck Maximum vertical force For LRFD load combinations see http://ceae.colorado.edu/~hearn/steel/Loads/LrfdLoadCombinations.html Note: There are no loads at the voids in the floor deck....
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Hmw1 - 35 psf Live Load Vertical 45 psf Report: Component...

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