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
Results 1-3 of 4
Page 152
... magnitude, and maximum values of shear and moment in a member if a
concentrated load or reaction is applied as some ... Analysis of Statically
Determinate Plane Frames Frames differ from trusses 152 Ch. 4 Analysis of
Beams: Shear, ...
... magnitude, and maximum values of shear and moment in a member if a
concentrated load or reaction is applied as some ... Analysis of Statically
Determinate Plane Frames Frames differ from trusses 152 Ch. 4 Analysis of
Beams: Shear, ...
Page 170
Example 5.3 Obtain a plot of the variation of the maximum moment in the frame
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 shear in member 1-2. ... Ch. 5 Analysis of Statically Determinate Plane
Frames.
Example 5.3 Obtain a plot of the variation of the maximum moment in the frame
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 shear in member 1-2. ... Ch. 5 Analysis of Statically Determinate Plane
Frames.
Page 734
See Frames Plane Trusses. ... R. J., 715 Shear Building Approximation, 617-625
Shear Deformations, 200 Shear, Shear Diagrams Absolute Maximum, 314—315
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—315
in 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
Bibliographic information
| Title | Analysis and Behavior of Structures |
| Author | Edwin C. Rossow |
| Edition | illustrated |
| Publisher | Prentice Hall, 1996 |
| Original from | the University of Michigan |
| Digitized | 30 Nov 2007 |
| ISBN | 0024039136, 9780024039132 |
| Length | 735 pages |
| Subjects | › › Technology & Engineering / Civil / General |
| Export Citation | BiBTeX EndNote RefMan |