A building is to be designed for floor (live loading of 100psf and dead loading of 60psf) and roof (live roof loading of 45psf and dead loading of 30psf) loading. Bar joist supporting members are spaced at 3' on center at the floor and 6' on center at the roof. Select a Type C floor deck (including metal deck gage and metal deck and slab thickness) and Type B roof deck for the structural system. Use SJI and SDI manuals.
A building is to be designed for floor (live loading of 100psf and dead loading of 60psf) and roof (live roof loading of 45psf and dead loading of 30psf) loading. Bar joist supporting members are spaced at 3' on center at the floor and 6' on center at the roof. Select a Type C floor deck (including metal deck gage and metal deck and slab thickness) and Type B roof deck for the structural system. Use SJI and SDI manuals.
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.13.1P
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A building is to be designed for floor (live loading of 100psf and dead loading of 60psf) and roof (live roof loading of 45psf and dead loading of 30psf) loading. Bar joist supporting members are spaced at 3' on center at the floor and 6' on center at the roof. Select a Type C floor deck (including metal deck gage and metal deck and slab thickness) and Type B roof deck for the structural system. Use SJI and SDI manuals.
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