Solving Problems in Structures, Volume 2 |
Contents
Introduction | 1 |
Macaulays method | 9 |
Area and areamoment methods of analysis | 25 |
Copyright | |
8 other sections not shown
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Solving Problems in Structures, Volume 2 Peter Charles Lester Croxton,Laurence Harold Martin No preview available - 1987 |
Common terms and phrases
applied to member Apply equation 3.3 beam shown bending moment diagram cantilever deflected shape determine the slope DFBA DFBC diagram is shown displacement vector distribution factors distribution table Draw the bending EI constant elastic equating external equation 4.3 external and internal external loads FEMS fixed end moments flexibility method frame in Fig frame shown GOSUB GOTO hence hyperstatic structures influence line INPUT joint displacements kN/m kNm From Table kNm² M/EI m₁ maximum bending mechanism shown member BC member forces method of moment mid-span mm² moment of area pin-jointed frame plastic hinges point load portal frame PRINT R₁ R₂ redundant restraints rigidly jointed rotation shear force diagrams shown in Fig sign convention simply supported beam slope deflection Solution Fig span BC span beam statically determinate symmetrical uniformly distributed load unit load vector vertical deflection W₁ W₂ Young's modulus zero