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
Diagram for Total Load:—WlDraw parabola having M = -3- of beam = M Safe Superimposed Load, in lbs., uni-formly distributed, W„ =Wa—W2. Maximum Bending Moment at middleWl _ (Wi + W2)18 8 Maximum Shear at points of supportW = Wi + Wi2 2 5 WisMaximum deflection = -5^7 -==- = 5 (Wi+W2)l3 384 EI (2)… … 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.…
Building · Building, Iron and steel · Steel, Structural
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