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Shear and Moment Diagrams
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AASHTO absolute maximum accompanying illustration analysis analyzed assumed beam of Fig beam shown bridge calculations cantilever cause centerline Chapter chord column component of force compression computed concentrated load considered contraflexure dead load determined diagonals drawn elastic engineering equilibrium EXAMPLE external loads fixed-end moments force in member force polygon free body ft 20 ft ft Problem girder influence line intersection left support line of action live loads magnitude matrix maximum shear member forces method of joints method of moments obtained ordinates panel points plastic analysis plastic hinge points of inflection positive reaction components redundant resultant rotation section 1-1 shown in Fig sign convention simple beam simultaneous equations slope and deflection Solution space frames span statically indeterminate structures Steel stress taking moments tension theorem truss members truss of Fig truss of Prob truss shown types uniform load unit load unstable values vertical components zero