1. Given: A steel beam (wide flange section) supports a permanent concrete masonry wall, floor slab, mechanical and electrical systems. The estimated uniform dead load is 24 psf (structural steel framing, fireproofing, flooring and ceiling), and 6 psf for MEP total (mechanical ducting, electrical systems and piping). The wall is 9.5 ft high, non-load bearing and laterally braced at the top to upper floor framing (not shown). The wall consists of 8-in-thick lightweight reinforced concrete masonry units with an average weight of 90 psf. The composite concrete floor slab construction spans over simply supported steel beams, with a tributary width of 10 ft, and weighs 50 psf. Required: Determine the uniform dead load (in kips per linear foot) applied to the steel beam. mechanical duct 9.5' 8" concrete masonry partition concrete floor slab piping wide flange steel beam with fireproofing ceiling tile and suspension hangers
1. Given: A steel beam (wide flange section) supports a permanent concrete masonry wall, floor slab, mechanical and electrical systems. The estimated uniform dead load is 24 psf (structural steel framing, fireproofing, flooring and ceiling), and 6 psf for MEP total (mechanical ducting, electrical systems and piping). The wall is 9.5 ft high, non-load bearing and laterally braced at the top to upper floor framing (not shown). The wall consists of 8-in-thick lightweight reinforced concrete masonry units with an average weight of 90 psf. The composite concrete floor slab construction spans over simply supported steel beams, with a tributary width of 10 ft, and weighs 50 psf. Required: Determine the uniform dead load (in kips per linear foot) applied to the steel beam. mechanical duct 9.5' 8" concrete masonry partition concrete floor slab piping wide flange steel beam with fireproofing ceiling tile and suspension hangers
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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