Structural Analysis Vol II, Volume 2

200 kN load Absolute maximum bending beam C₁ central dip central rise collapse load concentrated load dead load Determine displacement distance elastic equation Example External F₁ force and bending free body H₁ Hence hinged arch hinged parabolic arch horizontal span horizontal thrust influence line joint kN/m left support load position M₁ max max maximum bending moment Maximum negative shear Maximum positive shear Maximum tension Mmax Moment of inertia negative shear force normal thrust Ordinates of ILD plastic analysis plastic hinges positive shear force R₁ radial shear section modulus Shape factor shown in Fig Solution space frame statically indeterminate stiffening girder structure suspension bridge suspension cable T₁ Taking moments tension coefficients three hinged thrust plugs truss uniformly distributed load unit load V₁ W₁ W₂ yield stress zero