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
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)… … Maximum Bending Moment under load_a(2Pb+Wzl -Wza) 21 • Pb Wi Max. Shear at Sup. near a = —r + —^ Max. Shear at Sup. near b = —r- + -=- • Deflection at distance x from left sup-1 pal - aH §POrt = ^T7 L 3 J Diagram for Superimposed Load:— Draw triangle having Mp = —:— Diagram, Dead Load,similarto…
Building · Building, Iron and steel · Steel, Structural
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