Bridges, structural steel work, and mechanical engineering productions (1909)
Sir William Arrol and Company, Ltd · Sir William Arrol and Company, Ltd · leaf 373
Bending Moment at <». A. BduetoP, J\ = Maximum 1nit Stress al side of column due to direct compression. /._. = Maximum Unit Stress al side of column due to bending.J - A ±A = Maximum Total Unit Stri ss at side of column due t-» both direct and bending str< Note.— The Plus or Minus sign in… … DISTRfBUTWN OF STRESS OH CROSS SECT/ON (i) Nc Tension.Pwithui middle thirdof section;. < Wid/h oTCdmnn >* (RECTANGULAR) (ii) With TensionP outside middle thirdof secticTiA
Structural iron and steel · Division 05, iron works · Bridges · Cranes · Plant machinery · Mechanical engineering · Specifications · Division 05 - Metals
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