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Secondary Stresses and Wind Stresses
Stresses in a Framed Structure with Several Redundant
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angular deflections arch axis arch rib cable calculated central span centre chord members compression members compressive stress Continuous Truss Bridge cross sectional areas crown deflections of panel determined Diagram direct stresses due to unit elastic modulus equa equal evaluated in Table formula given in Table horizontal deflection horizontal thrust increase in length left end left half left span Let Fig load at panel load at various loading condition maximum negative Maxwell's theorem moments and shears moments and thrusts NATIONAL WUHAN UNIVERSITY obtain parabolas point F quarter point reactions relative deflections right end right span rigid frame bridge shown in Fig Span Rigid Frame spandrel springing STATICALLY INDETERMINATE stiffening truss stress of concrete suspension bridge symmetrical tensile stress tions uniform live load uniform load unit load value of H values in column values of moments various points vertical deflections