. Proceedings of the annual convention . K = 2Ei P M.„=-CPe-M) GENERAL SOLUTION unknown; 65, M equations: I. Mab = (Pe - M) 2. 65 CM^^5^ (SEE FIG. 34)^ SINH kl SLOPE-DEFLECTION EQUATION FOR HANGER Mab= Kf-zes - 06+ 3AI . -(Pe-M)- h - FOR SIGN CONVENTION, SEE FIG. 37 SOLVE 2. SIMULTANEOUSLY FOR RESULTS OF TESTS ONSPECIMEN T-18 SEE FIGS. 21-27 SYMMETRICALABOUT t t SPECIMEN PROCEDURE FOR ANALYSIS OF SPECIMEN T-18 Stresses in M odels of Floorbeam Hangers 119 r^i 2 < O uj O ^ ^r i^ uj f^ 5 S) So < ^ £5? fe S • I - . 120 Iron and Steel Structures o>

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