Analysis and Behavior of StructuresOffering students a presentation of classical structural analysis, this text emphasizes the limitations required in creating mathematical models for analysis, including these used in computer programs. Students are encouraged to use hand methods of analysis to develop a feel for the behaviour of structures. |
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Page 92
... calculation of the force in this mem- ber from the horizontal equilibrium equation . The calculation of the re- action components at 1 and 2 is again aided by using the two components of the force F ,. For numerical calculation using ...
... calculation of the force in this mem- ber from the horizontal equilibrium equation . The calculation of the re- action components at 1 and 2 is again aided by using the two components of the force F ,. For numerical calculation using ...
Page 271
... calculation required the integra- tion of the product of the variation of the moment from the force system and the curvature from the deformation system . The calculation is straight- forward but tedious , with many opportunities for ...
... calculation required the integra- tion of the product of the variation of the moment from the force system and the curvature from the deformation system . The calculation is straight- forward but tedious , with many opportunities for ...
Page 297
... calculation of a force or moment action , Q , has been established using influence lines , it is a simple matter to extend the ideas to include the calculation of the absolute maximum possible value of Q for a given loading . For a ...
... calculation of a force or moment action , Q , has been established using influence lines , it is a simple matter to extend the ideas to include the calculation of the absolute maximum possible value of Q for a given loading . For a ...
Common terms and phrases
acting action analysis applied applied loads assumed assumptions axial force axis beam behavior bending calculation caused Chapter column components Compute condition constant continued create curvature defined deflection deformations developed direction displacement distribution Draw elastic end moments energy equal equations equilibrium equilibrium equations established Example expression Figure fixed force system frame free body function geometric gives hinge horizontal indeterminate structure influence line integration internal joint length limitations linear load magnitude material mathematical matrix maximum member forces ments method Note obtained occur plane positive presented principle Problem provides reaction relation relative rotation shear shown in Fig simple slope solution solve statically determinate STEP stiffness strain stresses structure symmetric Table tion truss unit load unknown vertical virtual yields zero ΕΙ