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. |
From inside the book
Results 1-3 of 88
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
action analysis antisymmetric applied loads assumption axial loads calculation centroidal column complementary virtual Compute concentrated load conjugate beam constant cross section curvature diagram defined deformation system direct integration displacements and rotations distributed load Draw the final end moments equations of equilibrium equilibrium equations Example Figure final moment diagram forces and moments free body hinge horizontal indeterminate structure influence line integration joint kips kN/m left end linear linear elastic loading diagram magnitude mathematical model maximum member A-B member forces ment moment distribution moment of inertia Neglect axial deformations nonlinear materials nonprismatic numerical integration panel points positive reaction components shown in Fig sign convention simply supported beam slope spreadsheet statically determinate structures STEP strain energy stress stress-strain relation struc superposition tion truss U₁ uniform load unit load vertical deflection vertical displacement virtual force system virtual work principle zero ΕΙ