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1-lb load amount assumed beam BC beam of Figure calculations carry-over factor caused center support centroid change in span column computed condition of loading constant section cover plates cross-section dead load deflection of point deformation determinate displacement distance distribution elastic curve end moments end reactions end tangent EXAMPLE expressed factor of safety Find the deflection find the end fixed ends fixed-end moments flange follows force H frame ft-lb gj diagram Hardy Cross horizontal deflection horizontal reactions in.-lb at end inertia influence line lever arms load acting locked-end moments member BC ment modulus of elasticity moments and reactions neutral axis ordinates panel point positive Problem produced ratio relative stiffness required to find section beam shear shown in Figure Sign Convention simple solution span length statically indeterminate Strength of Materials symmetrical tion truss unit load unit stress vertical deflection vertical members Williot diagram