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 152
... maximum values of shear and moment in a member if a concentrated load or reaction is applied as some sort of statically equivalent distributed load over a short length of the member ? • Internal axial forces , shears , and moments are ...
... maximum values of shear and moment in a member if a concentrated load or reaction is applied as some sort of statically equivalent distributed load over a short length of the member ? • Internal axial forces , shears , and moments are ...
Page 170
... maximum moment will occur either at joint 2 or somewhere in member 1-2 . Take free bodies to obtain the moment at 2 and the mo- ment and shear ... max W L 2a M max = r R , max wr max 2 Example 5.4 OF Obtain the final moment diagram for all Ch ...
... maximum moment will occur either at joint 2 or somewhere in member 1-2 . Take free bodies to obtain the moment at 2 and the mo- ment and shear ... max W L 2a M max = r R , max wr max 2 Example 5.4 OF Obtain the final moment diagram for all Ch ...
Page 734
... Plane Frames . See Frames Plane Trusses . See Trusses Plesha , M.E. , 715 Portal Method , 556–568 Press , W.H. , 716 R Ramberg , W. , 340 , 343 , 716 S Schmidt , R. J. , 715 Shear Building Approximation , 617-625 Shear Deformations , 200 ...
... Plane Frames . See Frames Plane Trusses . See Trusses Plesha , M.E. , 715 Portal Method , 556–568 Press , W.H. , 716 R Ramberg , W. , 340 , 343 , 716 S Schmidt , R. J. , 715 Shear Building Approximation , 617-625 Shear Deformations , 200 ...
Common terms and phrases
action analysis antisymmetric applied loads assumption axial loads calculation centroidal column complementary virtual Compute concentrated load conjugate beam constant cross section curvature diagram defined deformation system direct integration displacements and rotations distributed load Draw the final end moments equations of equilibrium equilibrium equations Example Figure final moment diagram forces and moments free body hinge horizontal indeterminate structure influence line integration joint kips kN/m left end linear linear elastic loading diagram magnitude mathematical model maximum member A-B member forces ment moment distribution moment of inertia Neglect axial deformations nonlinear materials nonprismatic numerical integration panel points positive reaction components shown in Fig sign convention simply supported beam slope slope-deflection equations spreadsheet statically determinate structures STEP strain energy stress stress-strain relation struc superposition tion truss uniform load unit load vertical deflection vertical displacement virtual force system virtual work principle zero ΕΙ