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beam factors Cab 1 Cba Cab Cba kab carry-over and stiffness Carry-over Factors Stiffness Carry-over Stiffness Unit coefficients are negative Concentrated Load F.E.M.—Coef constant depth curves diagram end moment coefficients end moment r»hc Evaluated Integrals factor of member factors and fixed factors are positive Factors Stiffness Factors fixed end moments Handbook of Frame Haunch Carry-over Factors inertia interpolate between tabular JaAL left and right Left Right F.E.M. length of span Load at Right Load b Left Load F.E.M. Mab I Mba Mab Mba Mab Mba Mab Mba Mba OA moment-area principles moments for concentrated oooo PL Haunch Load point to end Portland Cement right ends Right F.E.M. Coef Right Haunch Carry-over simply supported Simpson's rule Stiffness Factors Unif Table 13 Table 9 tabular values term of equation uniform load variable 0.4 variable TABLE x)xdx xp2x хЧх