. Proceedings of the annual convention . ,= ♦ V= 0 32 -41 315x39= -123 X 39 =+551 - 35 Unbalance +422in. k End of Step 2((j Moments by Cleor Span 1/ /r>-^._^^^ / / / / / A .^42^..839 ^^-^^ ^^+1895 5023 M,ie=2E 7682 [3(.00l992)-2(.00l855)i =10421000 ejA=*839x2E7g82Computolion of Ozic* rod. M,B4=2E 7682[3(.001992)-I (001855)] = H895 FIG. 17 Equivalent Joint Method of Rigid Frame Analysis 35 EXAMPLE 2 +3000 + 2000 + 1000 -1000 -2000 Steps. ACCURACY OF SUCCESSIVE APPROXIMATIONS FIGURE 18 36 Iron and Steel Structures

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