Structural Analysis |
Contents
Moving Loads | 3 |
Reactions | 14 |
Reactions for Cantilever and ArchType | 32 |
Copyright | |
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actual analysis applied arch assumed beam become bridge building calculations cantilever cause Chapter chord column compression computed condition considered constant construction continuous deflection determined developed diagonals diagram direction discussed distance drawing drawn engineering equal equations EXAMPLE expression external Figure fixed floor forces frame free body ft 10 ft ft Problem given hinge horizontal illustration increase Influence line internally joint L₁ length line of action load magnitude matrix maximum method moments move necessary obtained occur P₁ panel pass placed plastic polygon positive possible presented Prob procedure reaction components redundant referred resist resultant roof rotation shape shear shown in Fig shows side simple beam slope Solution spans stable statically indeterminate Steel stress structure taken tension truss types U₁ unit load unknown unstable usually V₁ values vertical wind zero ΕΙ