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Statically Determinate Frames
Influence Lines and Rolling Loads
Theorems of Elasticity
15 other sections not shown
ABCD Answer applied arch beam shown bending moment diagram built-in beam cable Calculate carries a load carries a uniformly centre column compression compression members continuous beam cross-section dead load deflected form displacement distance Draw the bending equal equations equilibrium EXAMPLE factor of safety Figure fixed end fixing moments flexural rigidity frame shown girder given gives Glasgow hence hinge horizontal thrust influence line joint kN/m run left-hand support live load load factor load of 100 loads shown maximum bending method mid-span millimetres obtained pin-jointed pinned plastic plastic hinges point load portal frame positive problem redundant Resolving vertically rivet rotation shown in Fig simply supported slope SOLUTION space frame span stanchion static equilibrium statically determinate steel strain energy structure strut sway Taking moments theorem truss uniformly distributed load unit load vertical deflexion vertical load Williot diagram yield stress zero