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 158
distances between the parabola and line A Aare the moments for correspondingpoints on beam. Safe Superimposed Load, in lbs., uni-formly distributed, Wg = f Wg •— Wg. Distance of points of contra-flexurefrom supports = .21131. Maximum Bending Moment at pointsWl (Wi+Wo)!ofsupport = —=^ 12 Bending… … Diagram for Superimposed Load :—PIDraw triaogle having M = -^. Also A A parallel to base and at a distance PIM = —. The Vertical distances be- o tween the triangle and line A A arethe moments for corresponding pointson beam. Diagram for Dead Load similar toCase (8) Safe Superimposed Load, in lbs.,…
Steel, Structural · Building, Iron and steel · Building
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