## 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 65

Example 2.9 The frame of Example 2.8 is subjected to an antisymmetric loading.

The antisymmetry of the loading and reactions permits direct calculation of the

...

Example 2.9 The frame of Example 2.8 is subjected to an antisymmetric loading.

The antisymmetry of the loading and reactions permits direct calculation of the

**horizontal**reactions from overall equilibrium. The remaining reaction components...

Page 157

The

because the depth of these members is generally limited to 3 ft ( 1 m) or less. A

one-bay, one-story rectangular frame such as that shown in Fig. 5. 1 is called a ...

The

**horizontal**members of frames typically have relatively short spans lengthsbecause the depth of these members is generally limited to 3 ft ( 1 m) or less. A

one-bay, one-story rectangular frame such as that shown in Fig. 5. 1 is called a ...

Page 281

Z4 Diagonals: 1.5/t (a) Indicate what steps are necessary to compute the

computations. (b) Someone says that the answer to part (a) is zero. Comment as

to whether or ...

Z4 Diagonals: 1.5/t (a) Indicate what steps are necessary to compute the

**horizontal**deflection at C due to the applied load P. Do not carry out thecomputations. (b) Someone says that the answer to part (a) is zero. Comment as

to whether or ...

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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