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A simply supported beam AB is subjected to a triangle loading (see figure). The moment curvature equation is shown (from the
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Soln! moment curvature moy necefimos EJ Lev n²480 ana 12 2 Arm 2 4m n3 ~12+ 80 EI 220 dn 2 12 3 Integration wore to a EGY) teDeffection at middle beam - nagm 24 EIV + %(23) -13.5182 240 12 V 24.664 rotation at middle of beams N-20 EI( ) - 12 + $m2-13

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