Tag Archive for Tag: Procedure for Sidesway

Tag: Procedure for Sidesway Continuous Beams and Frames

Fixed-end beams, continuous beams, continuous trusses, and rigid frames are statically indeterminate. The equations of equilibrium are not sufficient for the deter mination of all the unknown forces and moments. Additional equations based on a knowledge of the deformation of the member are required. Hence, while the bending moments in a simply supported beam are determined only by the loads and the span, bending

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