Cambria steel; a handbook of information relating to structural steel manufactured by the Cambria steel company, containing useful tables, rules, data, and formulÆ for the use of engineers, architects, builders and mechanics; (1919)
Cambria Steel Co, Thackray, George E. (George Edward), b. 1856 · Philadelphia · leaf 179
Safe Superimposed Load, in lbs., con-. _ W3 - W2centra ted, Pa = ~ Maximum Bending Moment at middlePI W2Iof beam = M = — -\—=— • Maximum Shear at points of support =P+W2 Diagram for Superimposed Load:—PIDraw triangle having M„ = —r 4Diagram, Dead Load,similartoCase(l) ^ a ■ PI3 . 5 W2I* Max.… … Draw Parabola having M = — Safe Superimposed Load, in lbs., uni-W,formly distributed, W„ = —r — Ws. Maximum Bending Moment at point ofWl (Wi+Ws)lsupport = -3- = g Maximum Shear at point of support = W = VVI T *V2. Max. Deflection = Wl» (Wi +Wi)l» 8EI 8EI CAMBKIA STEEL. 163 BENDING MOMENTS AND…
Building · Building, Iron and steel · Steel, Structural
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