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...Revision and errata list june aisc steel construction manual th edition the following represents corrections to first printing of these are incorporated in second dated page s item table case revise m listing as follows max o c l wl at xl eo also replace accompanying figure with add r symbols i distance from instantaneous center rotation ith weld element mi w deformation maximum stress rupture st paragraph individual resistance each segment is assumed act on a line perpendicular ray passing through ic centroid that illustrated b if correct location has been selected three equations plane static equilibrium f will be satisfied x y nominal strength flexural can determined nx ny n rf nwix wei fa nwiy ax mn where effective area throat ksi nwi component equation reverse inequality eu ld bct cc ln eoe dd...