## 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 383

1 0.4

compatibility equation is established for each restraint of continuity of deformation

released in an indeterminate structure. A very similar approach is used in the

1 0.4

**Method**of Consistent Deformations In the**method**of superposition acompatibility equation is established for each restraint of continuity of deformation

released in an indeterminate structure. A very similar approach is used in the

**method**...Page 436

11.1 Slope-Deflection

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 477

Moment Distribution

structures has been approached from two different points of view. In Chapter 10 a

set of equations equal to the degree of indeterminacy of the structure was ...

Moment Distribution

**Method**of Analysis The analysis of statically indeterminatestructures has been approached from two different points of view. In Chapter 10 a

set of equations equal to the degree of indeterminacy of the structure was ...

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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