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1) check 14. Design the framing system shown below: Assumptions: 2) check shear stress -Load combination: 1.2DL + 1.6LL & 3) check deflection -
1) check 14. Design the framing system shown below: Assumptions: 2) check shear stress -Load combination: 1.2DL + 1.6LL & 3) check deflection - LL = 40 psf, DL= 100 psf - On Girder: Added distributed load of DL= 1.0k/ft, LL = 0.5 k/ft - Deck is composite deck with shear studs welded to beam - Girder is only braced where beam connects to girder Column is unbraced for full length - Fy = 50 ksi, E = 29,000 ksi - F wu = (40 psf +100 psf) X 11'/ m/s
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1 Framing System Steel Beam W14x22 Span 11ft Web Depth 14 Fy 50 ksi E 29000 ksi Steel Column W14x22 ...
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Cost Accounting A Managerial Emphasis
Authors: Charles T. Horngren, Srikant M.Dater, George Foster, Madhav
13th Edition
8120335643, 136126634, 978-0136126638
