Structural Analysis |
Contents
INTRODUCTION | 1 |
REACTIONS | 10 |
REACTIONS FOR CANTILEVER AND ARCHTYPE CONSTRUCTION 22 | 22 |
Copyright | |
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accompanying illustration analysis analyzed applied assumed axial stresses beam of Fig beam shown bridge calculations cantilever carry-over cause center line components of stress compression computed concentrated load conjugate beam considered continuous beam contraflexure dead load diagonals distance drawn elastic curve external loads fixed end fixed-end moments force polygon free body ft³-k girder hinge indeterminate structures influence line interior support left support line of action live loads M/EI diagram method of moments moment distribution moments of inertia obtained ordinates P₁ points of inflection positive problem radian reaction components redundant resultant section 1-1 shown in Fig sidesway sign convention simple beam slope and deflection slope deflection Solution space frames span statically determinate stress in member structure shown tangent tension theorem tion truss members truss of Fig U₁ uniform load unit load unknown values vertical components Williot diagram zero ΕΙ