Abstract
Tables are presented in this paper, with outlines of the procedure to be followed in their use, to assist the structural designer in determining the stiffness, carry-over factors, and fixed-end moments for various loadings of beams having straight haunches placed nonsymmetrically with respect to the center of the span. Although this work was performed to determine these factors for nonsymmetrically haunched beams, it is also applicable to beams having straight haunches a t only one end and to symmetrical cases as well.
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