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abutments application beam Brevet calculation centers of moments chord strains coefficient of elasticity compression computation consider continuous bridges continuous girder continuous truss cross section dead load deduced deflection determined diagonal edition elastic limits elastic line engravings equal spans equation exterior forces feet formulae four spans fraction hence horizontal Hypsometry i8mo Illustrated inflection points internal forces iron left hand support length linear unit live load load per linear lower chord maxima and minima maximum shears maximum strains ment method multipliers negative neutral axis number of spans pieces plates port reactions revised simple girder Simple truss single load single span span lt Steam Engine tension theorem of three three moments tinuous girder tion tons ft triangles U. S. Army U. S. Navy uniform load uniformly distributed upper chord values vertical weight wood cuts wrought iron zero
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