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 156
Safe Superimposed Load, in lbs., con-centrated, Pg = —^—^- a . - - Maximum Bending Moment at point of Wo 1 support = PI -f —^ • £1 Diagram for Superimposed Load :— Draw triangle having Mp =. PI, Diagram for Dead Load similar to Case (3) Maximum Shear at point of support =P + W2. «>r . T. . . Pl^… … Maximum Bending Moment under loada(2Pb +Wtl —W2a) 21 Pb Wa Max. Shear at Sup, near a = -r- + -^ • Max. Shear at Sup. nearb — —■ -\- -—^. at distance x from leftI pal-aqt31EI L : 3 J Diagram for Superimposed Load :— Draw triangle having Mp == —j— • Diagram for Dead Load similar toCase (1) : .- -. .:…
Steel, Structural · Building, Iron and steel · Building
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