Structural Analysis |
Contents
Moving Loads | 3 |
Reactions | 14 |
Reactions for Cantilever and ArchType | 32 |
Copyright | |
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30 ft Problem analysis analyzed applied arch assumed beam of Fig beam shown bridge calculations cantilever cause Chapter chord column components of force compression compression members computed concentrated load considered determined diagonals elastic equations of statics equilibrium EXAMPLE external loads fixed-end moments force polygon forces in members free body ft 10 ft ft Figure ft²-k girder influence line L₁L₂ line of action live loads M/EI diagram M₁ matrix maximum method of joints method of moments obtained P₁ panel points plastic hinge positive purlins reaction components redundant resultant rotation section 1-1 shown in Fig sign convention simple beam simultaneous equations slope and deflection space frames spans statically indeterminate Steel stress subdivided trusses taking moments tension truss members truss of Fig truss of Prob truss shown types U₁ U₁U₂ uniform load unit load unstable V₁ values vertical components zero ΕΙ गीता