. Proceedings of the annual convention . M24,.=2El-AB|£i: Voriable I Cba) ob[-j^AB-e,flj+ba [ FG[^BA-e,B] + rb[] V,;5:, CaB+C *^2fAB (b) Moment Increments Mg-^ FIGURE 9 Equivalent Joint Method of Rigid Frame Analysis 25 SECONDARY STRESS ANALYSIS Frame of Figure 4 STEP 2 (b) Moments from Additional Rotations Given; V|, Ma-^ , Vg^ values Required: 62. Mge. Vge. (a) Deflection Diagram for 82

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