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1-lb load amount angle of rotation assumed beam BC bending calculations cantilever carry-over factor caused center support centroid change in span column computed condition of loading constant section cover plates dead load deflection of point deformation determine displacement distance elastic curve Elastic-Weight Method end moments end reactions end tangent equa EXAMPLE Find the deflection find the end Find the moments fixed ends fixed-end moments flange follows force H ft-lb gj diagram Hardy Cross horizontal deflection horizontal reactions in.-lb at end inertia influence line lever arms locked-end moments member BC ment modulus of elasticity Mohr Moment-Distribution Method moments and reactions neutral axis ordinate panel point plotted produced radians relative stiffness shear shown in Figure side-sway Sign Convention simple slope and deflection solution Solution.—The span length statically indeterminate symmetrical tion truss unit stress vertical deflection vertical load vertical members Williot diagram