Influence Lines for Statically Indeterminate Plane Structures |
Contents
CONTINUOUS PRISMATIC BEAMS | 18 |
CONTINUOUS NONPRISMATIC BEAMS | 65 |
CONTINUOUS BEAMS WITH INTEGRAL SUPPORTS | 83 |
Copyright | |
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1ton acting actual stiffnesses analysis applied appropriate arch assumed axial becomes bending moment cable calculated cantilever carried central centre chapter chord column condition conjugate beam consider constant continuous correction corresponding couple cross-section defined deflexion deflexion curve determine diagram direction displacement distance distributed effect elastic equal equation evaluated Example expressed factors Figure fixed frame Function girder given gives haunch Hence horizontal indeterminate indicated influence coefficients influence line influence load integration joint known length line for bending method moments Note numerics obtained occur panel positive primary problem produce R₁ reaction redundant referred relative respectively rotation sense shear force shown in fig shows side similar simple beam span statically structure substituting sway symmetrical Table theorem unit load usual values vertical write