Fundamentals of Structural Theory |
Contents
Principles of Statics | 17 |
Shear Forces and Bending Moments | 52 |
7 | 65 |
Copyright | |
9 other sections not shown
Common terms and phrases
acting action actual analysis applied applied loads assumed axial force axis beam becomes bending moment bending moment diagram body calculated carried chapter coefficients compatibility complete components compressive considered constant continuous corresponding cross-section deflection deformations derived determined diagram direction displacement distribution effects elastic element engineer equal equations equilibrium example expression external frame function give given Hence hinge horizontal illustrated indeterminacy influence line integration internal forces joint length linear load material maximum method N/mm² necessary node obtained occur opposite particular plane position possible principle problem procedure produce reactions reference relations relative release respectively resultant rigid rotation shear force shear stress shown in Fig shows simple solution statically stiffness strain stress resultants structure subjected symmetry tension tion truss unit V₁ values vertical virtual zero ΕΙ