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 70
Page 562
... column . This yields the moments at the base of the columns as the product of the shear in the column and half - height of the column . There are no intermediate loads on the column , so the variation of the moment is linear , which ...
... column . This yields the moments at the base of the columns as the product of the shear in the column and half - height of the column . There are no intermediate loads on the column , so the variation of the moment is linear , which ...
Page 564
... column and each beam and that the shear in each story is distributed to the bays in that story in relation to the column fixities . Bay shears are distributed to columns by the proportions shown in Figs . 14.3 to 14.6 . For most frames ...
... column and each beam and that the shear in each story is distributed to the bays in that story in relation to the column fixities . Bay shears are distributed to columns by the proportions shown in Figs . 14.3 to 14.6 . For most frames ...
Page 571
... columns . A free body taken by cutting through the columns and beams at their centers and sum- ming forces vertically will yield the beam shears . The sequence of compu- tation of beam shear can proceed either vertically along a column ...
... columns . A free body taken by cutting through the columns and beams at their centers and sum- ming forces vertically will yield the beam shears . The sequence of compu- tation of beam shear can proceed either vertically along a column ...
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 spreadsheet statically determinate structures STEP strain energy stress stress-strain relation struc superposition tion truss U₁ uniform load unit load vertical deflection vertical displacement virtual force system virtual work principle zero ΕΙ