## 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

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Page 152

... magnitude, and

concentrated load or reaction is applied as some ... Analysis of Statically

Determinate

Beams:

... magnitude, and

**maximum**values of**shear**and moment in a member if aconcentrated load or reaction is applied as some ... Analysis of Statically

Determinate

**Plane**Frames Frames differ from trusses 152 Ch. 4 Analysis ofBeams:

**Shear**, ...Page 170

Example 5.3 Obtain a plot of the variation of the

loaded with the uniform load as a function of the location of the pin support, a/L.

Use a spreadsheet ... Take free bodies to obtain the moment at 2 and the moment

and

Frames.

Example 5.3 Obtain a plot of the variation of the

**maximum**moment in the frameloaded with the uniform load as a function of the location of the pin support, a/L.

Use a spreadsheet ... Take free bodies to obtain the moment at 2 and the moment

and

**shear**in member 1-2. ... Ch. 5 Analysis of Statically Determinate**Plane**Frames.

Page 734

See Frames

in Beam-and-Girder Systems 143-145 by Equilibrium, 131-134 by Integration.

See Frames

**Plane**Trusses. ... R. J., 715**Shear**Building Approximation, 617-625**Shear**Deformations, 200**Shear**,**Shear**Diagrams Absolute**Maximum**, 314—315in Beam-and-Girder Systems 143-145 by Equilibrium, 131-134 by Integration.

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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