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 180
in diagrams give the bending moments for corresponding pointson beam. For superimposed load only, make Wz in formulae equal to zero. W = Total Load, in lbs., uniformlydistributed, including the weight ofbeam. Wi = Total Superimposed or LiveLoad, in lbs., uniformly distributed. W; = Total Weight of… … Diagram for Superimposed Load:— Draw triangle having Mp = PI.Diagram. Dead Load,similar to Case(3) Safe Superimposed Load, in lbs., con-centrated,P3=W-4W. Maximum Bending Moment at point of wj support = PI H 5— Maximum Shear at point of support =P + W2. pis wjMaximum Deflection = 5=rT- + ^^v (5)…
Building · Building, Iron and steel · Steel, Structural
Internet Archive · Gerstein Library, University of Toronto · Public Domain Mark 1.0. Free to use for anything.
