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MOMENTS IN KIP FOOT POUNDS AND STEEL AREAS PER FOOT WIDTH
15 other sections not shown
ALLOWABLE LOADS AMERICAN INSTITUTE assumed Axis 1-1 Axis bars bending Buyer cantilever coefficient compression members compressive stress concentrated loads concrete connections counterfort cover plates dead load depth diameter Dimensions distance drop panel edge effective length erection exceed feet fillet welds flange floor FOOT formula gage grillage GROSS Gypsum holes inches Inertia INSTITUTE OF STEEL joist kips less live load LOAD CO-EFFICIENT masonry material maximum metal minimum moments neutral axis plastered pounds pressure purlin radius of gyration ratio rectangular reinforcing resist rivets rolled roof section modulus Seller shear shearing stress shop drawings side Slab Thickness spacing span Specification splices square standard STEEL CONSTRUCTION stiffeners strip structural steel Tee Beams tension Tile trusses Type uniform load unit stress values vertical wall Weight width Ив Уг