Analysis of Statically Indeterminate Structures |
Contents
General Remarks | 9 |
1 | 34 |
Summary of Virtual Work Method | 47 |
Copyright | |
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Other editions - View all
Analysis of Statically Indeterminate Structures John Ira Parcel,Robert Burrus Buckner Moorman No preview available - 1955 |
Common terms and phrases
acting actual analysis angle changes angular applied approximate arch assumed axes axis beam becomes bending Chapter column computed condition consider constant construction continuous correct corresponding curve deflection deformations derived determined developed diagram direction discussion displacement distortions distributed effect elastic elastic equations elastic loads end moments equal equations equilibrium Example expression figure fixed fixed-end moments forces frame ft-kips girder given gives hence horizontal illustrated indicated influence line integration joint kips length M₁ M₂ method noted numerically obtained positive practical principle problem reactions redundant reference relative removed respectively rotation shear shown in Fig shows simple solution span statically indeterminate stress structure Substituting summation symmetrical TABLE taken theory truss unit load unity usually values vertical whence ΕΙ