## 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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Results 1-3 of 16

Page iv

1

Condition for Plane Frames 41 Equations of Condition for Plane Trusses 43

Examples of Statically Determinate Reactions 45 2.2 Geometric Stability 48 2.3 ...

1

**Static Determinacy**of Reactions and Equations of Condition 40 Equations ofCondition for Plane Frames 41 Equations of Condition for Plane Trusses 43

Examples of Statically Determinate Reactions 45 2.2 Geometric Stability 48 2.3 ...

Page 40

The rotation constraint requires a moment reaction compo- 2.1

components Three equilihiium equations Pour unknown reaction components

Three ...

The rotation constraint requires a moment reaction compo- 2.1

**Static****Determinacy**of Reactions and Equations of Condition Three unknou n reactioncomponents Three equilihiium equations Pour unknown reaction components

Three ...

Page 43

This is a necessary condition for

will be shown later. Equations of Condition for Plane Trusses In trusses,

equations of condition evolve in a manner similar to that described above for

beams and ...

This is a necessary condition for

**static determinacy**, but not a sufficient one, aswill be shown later. Equations of Condition for Plane Trusses In trusses,

equations of condition evolve in a manner similar to that described above for

beams and ...

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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