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 16
Page iv
... Determinate Structures 39 2.1 Static Determinacy of Reactions and Equations of Condition 40 Equations of Condition for Plane Frames 41 Equations of Condition for Plane Trusses 43 Examples of Statically Determinate Reactions 45 2.2 ...
... Determinate Structures 39 2.1 Static Determinacy of Reactions and Equations of Condition 40 Equations of Condition for Plane Frames 41 Equations of Condition for Plane Trusses 43 Examples of Statically Determinate Reactions 45 2.2 ...
Page 40
... Static Determinacy of Reactions and Equations of Condition The number of reaction components is obtained by counting the externally applied reactive forces and ... Determinate Structures Static Determinacy of Reactions Equations of Condition.
... Static Determinacy of Reactions and Equations of Condition The number of reaction components is obtained by counting the externally applied reactive forces and ... Determinate Structures Static Determinacy of Reactions Equations of Condition.
Page 43
... determinate . This is a neces- sary condition for static determinacy , but not a sufficient one , as will be shown later . Equations of Condition for Plane Trusses In trusses , equations of condition evolve in a manner similar to that ...
... determinate . This is a neces- sary condition for static determinacy , but not a sufficient one , as will be shown later . Equations of Condition for Plane Trusses In trusses , equations of condition evolve in a manner similar to that ...
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