Structural Analysis |
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Contents
Introduction | 1 |
Reactions | 11 |
Reactions for Cantilever and ArchType Construction | 26 |
Copyright | |
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Structural Analysis: A Classical and Matrix Approach Jack C. McCormac,James K. Nelson No preview available - 1997 |
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accompanying illustration analysis analyzed applied assumed axial stresses beam of Fig beam shown bridge calculations cantilever cause center line Chapter chord clockwise column components of stress compression computed concentrated load considered continuous beam contraflexure diagonals drawn equal EXAMPLE external loads fixed end fixed-end moments free body girder horizontal indeterminate structures line of action live loads M/EI diagram matrix moment distribution moments of inertia obtained P₁ plastic analysis plastic hinge points of inflection polygon positive problem procedure radian reaction components redundant rotation section 1-1 shown in Fig sidesway sign convention simple beam simultaneous equations slope and deflection slope deflection Solution space frames span statically determinate steel stress in member tangent tension theorem tion truss members truss of Fig truss of Prob truss shown U₁ uniform load unit load unknown values vertical components vertical deflection Williot diagram zero ΕΙ Աշ