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
ad only M = Total Bending Moment, in inch-lbs. M^i,Mp=BendingMoments,in inch-lbs.,due to W eights Wj and P respectively. I =3 Moment of Intertia, in inches^. 1 = Length of Span, in inches. E = Modulus of Elasticity, in lbs. persquare inch = 29 000 000 for steel. Wg = Total Safe Load, in lbs.,… … 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 +…
Steel, Structural · Building, Iron and steel · Building
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