Fig.7-16 Girder moment determined by exterior column moments ABOVE (H2=乏PFROM ABOVE) CABOYE 2 H2 2 →Q fc2=之2 5 MG- PI- TRIBUTARY NOTE:H;H2 +P TRIBUTARY Mci='H:hL TAROVE+TP CABOVE+CpFig. 7-16 Girder moment determined by exterior column moments