## 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 142

Example 4.5 100kN-N 80kN-m A 16kN/m N Draw the loading, shear, and

moment diagrams for the structure shown. Reaction computation -5 m- 80

,\ 100 kN %kN 116kN Shear diagram 1 16 kN 280

16 • 7 ...

Example 4.5 100kN-N 80kN-m A 16kN/m N Draw the loading, shear, and

moment diagrams for the structure shown. Reaction computation -5 m- 80

**kN**-**m**_,\ 100 kN %kN 116kN Shear diagram 1 16 kN 280

**kN**-**m**Moment diagram 1MA:16 • 7 ...

Page 153

B 40

moment diagrams for the beam shown. Note the hinge at 3. 4k/fi iPniimiiiitiii, //)/)/ .

277777" i TUTT V 4.7 Draw the shear and moment diagrams for the beam ...

B 40

**kN**40**kN**40**kN**0..U 2**m**4**m**Trrfar 2m ^ 2**m**^ 2**m**^ 4.2 Draw the shear andmoment diagrams for the beam shown. Note the hinge at 3. 4k/fi iPniimiiiitiii, //)/)/ .

277777" i TUTT V 4.7 Draw the shear and moment diagrams for the beam ...

Page 483

Edwin C. Rossow. Use moment distribution to obtain the final moment diagram. ,

A 45

2.5 -0.2 1/2 - D Mdc (1) (2) (3) (4) (5) (6) (7) (8) -0.1 Example 12.1 Operation 1 .

Edwin C. Rossow. Use moment distribution to obtain the final moment diagram. ,

A 45

**kN**/**m**//4 - Men 1/2 1/2 - - 1/2 1/2 - - 1/2 10 -5 0.4 -0.2 5? M col/2 114 -5 1/2 - -2.5 -0.2 1/2 - D Mdc (1) (2) (3) (4) (5) (6) (7) (8) -0.1 Example 12.1 Operation 1 .

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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