Solution of Problems in StructuresA problem-based textbook |
Contents
Influence Lines and Rolling Loads | 33 |
Theorems of Elasticity | 68 |
The Builtin Beam | 117 |
Copyright | |
11 other sections not shown
Common terms and phrases
ABCD Answer applied arch beam shown bending moment diagram cable Calculate carries a load carries a uniformly centre compression compression members continuous beam dead load displacement distance Draw the bending equations equilibrium EXAMPLE Figure 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 mm˛ moment of inertia N/mm˛ obtained pinned plastic hinges portal frame reactions redundant Resolving vertically rivet rotation shown in Fig simply supported slope SOLUTION space frame span stanchion statically determinate steel strain energy structure strut sway Taking moments truss uniformly distributed load unit load vertical deflexion vertical load Williot diagram yield stress zero ΕΙ ам ди дн