Structural Analysis- Influence Coefficient Method |
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arch bending cable cantilever Coefficients comp const coso cosq cosy D₁ deflection diag diagram diff Direct force due to X1 elastic centre external loading Fig.b Fig.c Fig.d Fig.e Fig.f Find moments force X1 frame hinge horizontal force indeterminacy indeterminate system inertia Influence line kg cm kg/cm² L₁ L₂ L₂r L₂r² M₁ X1 M₂ M² dx m²t m³t Mi Mx l moment of inertia mt Mc parabola point load portal portal frame prestress reaction Replace the redundant Shear force shown Simpson's Rule sin² sino slope span beam stable & determinate statically indeterminate structure symmetrical t/m² Table Torsion variable vertical load x 1 x X₁ δ δ ΔΧ Εδ ΕΙ δ