## 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

... of the Complementary Virtual Work Principle to Deflection Analysis of Trusses

257 7.7 Application of the Complementary ... 432 Chapter 1 1

Method 435 1 1.1

...

... of the Complementary Virtual Work Principle to Deflection Analysis of Trusses

257 7.7 Application of the Complementary ... 432 Chapter 1 1

**Slope**-**Deflection**Method 435 1 1.1

**Slope**-**Deflection**Method 436 11.2**Slope**-**Deflection**Equations...

Page 436

11.1

chapters has been based on the equations of statics and an evaluation of the

compatible deformation behavior of statically determinate structures. The

approach has ...

11.1

**Slope**-**Deflection**Method The analysis of structures in the precedingchapters has been based on the equations of statics and an evaluation of the

compatible deformation behavior of statically determinate structures. The

approach has ...

Page 454

The use of the

illustrated in Examples 1 1 .2 and 1 1 .3 shows the very systematic approach that

makes the method applicable to computer methods of analysis. The solution ...

The use of the

**slope**-**deflection**method for structures with no joint displacementsillustrated in Examples 1 1 .2 and 1 1 .3 shows the very systematic approach that

makes the method applicable to computer methods of analysis. The solution ...

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### Common terms and phrases

action analysis applied loads assumptions axial loads axis of symmetry behavior calculation centroidal chord column complementary virtual concentrated load conjugate beam constant cross section curvature diagram defined deformation system direct integration distributed load end moments equation of condition equations of equilibrium equilibrium equations Example Figure final moment diagram force in member forces and moments free body geometrically stable horizontal indeterminate influence line integration joint kips left end linear linear elastic loading diagram loads acting magnitude mathematical model maximum member forces ment method nonlinear materials numerical integration panel points portal frame positive reaction components rigid bodies rotation shown in Fig sign convention simply supported beam slope slope-deflection spreadsheet static determinacy statically determinate structures Step strains stress stress-strain relation struc structure of Fig summing moments superposition symmetric structure tion uniform load unit load unknown vertical deflection vertical displacement virtual force system virtual work principle zero