ANALYSIS OF PORTAL FRAME ( NON-SWAY )( Moment Distribution Method )10 501.5 1.5B C1 I3441 I 1 IA DJointA B C DMember AB BA BC CB CD DCD.F. 1 0.429 0.571 0.571 0.429 1F..M 0 0 !2".25 2".25 0 0B#$#n%e 11.2"125 14.9&&75!14.9&&75!11.2"125C.' 5."30"25 !7.494375 7.494375 !5."30"25B#$#n%e 3.2150&7 4.2792&&!4.2792&&!3.2150&7C.' 1."07543 !2.139"44 2.139"44 !1."07543B#$#n%e 0.917907 1.221737!1.221737!0.917907C.' 0.45&954 !0."10&"& 0."10&"& !0.45&954B#$#n%e 0.2"20"3 0.34&&0"!0.34&&0"!0.2"20"3C.' 0.131031 !0.174403 0.174403 !0.131031B#$#n%e 0.074&19 0.0995&4!0.0995&4!0.074&19C.' 0.037409 !0.049792 0.049792 !0.037409B#$#n%e 0.0213"1 0.02&431!0.02&431!0.0213"1Fin#$.M 7.&7 15.75 !15.75 15.75 !15.75 !7.&7S.F. AND B.M. DIAGRAMS10 501.5 1.5B C1 I3441 I 1 IA D4&.7515.7515.7515.75 15.757.&7 7.&705.915.9140 405.91005.915.91005.9140 40