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 vi
... Deflection Analysis of Trusses 257 7.7 Application of the Complementary Virtual Work Principle to Deflection ... Slope - Deflection Method 435 11.1 Slope - Deflection Method 436 11.2 Slope - Deflection Equations 436 Slope - Deflection ...
... Deflection Analysis of Trusses 257 7.7 Application of the Complementary Virtual Work Principle to Deflection ... Slope - Deflection Method 435 11.1 Slope - Deflection Method 436 11.2 Slope - Deflection Equations 436 Slope - Deflection ...
Page 441
... slope - deflection equations for end mo- ments . They give directly the moments on the ends of a member in terms of the slopes ( rotations ) and deflections of the ... Slope - Deflection Equations Slope-Deflection Equations for End Shears.
... slope - deflection equations for end mo- ments . They give directly the moments on the ends of a member in terms of the slopes ( rotations ) and deflections of the ... Slope - Deflection Equations Slope-Deflection Equations for End Shears.
Page 454
... slope - deflection method for structures with no joint dis- placements illustrated in Examples 11.2 and 11.3 shows the very systematic approach that makes the method applicable to computer methods of ... Slope - Deflection Method of Analysis.
... slope - deflection method for structures with no joint dis- placements illustrated in Examples 11.2 and 11.3 shows the very systematic approach that makes the method applicable to computer methods of ... Slope - Deflection Method of Analysis.
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