Cambria steel; a handbook of information relating to structural steel manufactured by the Cambria Steel Co. (1903)
Cambria Steel Co · Philadelphia : Press of MacCalla & company, inc. · leaf 155
Diagram for Total Load :— WlDraw parabola having M = -— Safe Superimposed Load, in lbs., uni-formly distributed, Wg = Wg — Wg. Maximum Bending Moment at middleTVT Wl (Wl + Wg) 1 of beam = M = --- = ^^—^^-^- -^-^. 0 8 Maximum Shear at points of sup- port = — == 2 • 5 W13 Maximum Deflection =5 (Wl +… … Diagram for Superimposed Load :—- PIDraw triangle having Mp = — Diagram for Dead Load similar to Cased) Safe Superimposed Load, in lbs., con-W, — Wgcentrated, Pg = —^^r -. Maximum Bending Moment at middle of beam =M = —- -j -2-, 4 8 Maximum Shear at points of support =P 4-Wo .. T. r. . P13 , 5 Wo…
Steel, Structural · Building, Iron and steel · Building
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