梁、柱配筋表格

层次,截面,,M（KN·m）,ξ,计算As，（mm2）,实配As，（mm2）,计算As（mm2）,实配As（mm2）,配箍

1,支座,A,207.9,0.086,789,418、,,,"加密区四肢8@100,非加密区四肢8@200"

,,,,,,-1017,,,

,,Bl,196.23,0.081,743,418、,,,

,,,,,,-1017,,,

,AB跨间,,422.46,0.019,,,1549,222,

,,,,,,,,225,

,,,,,,,,-1741,

,支座Br,,54.76,0.101,439,418,,,加密区二肢8@100非加密区二肢8@200

,,,,,,-1017,,,

,BC跨间,,23.85,0.014,,,183,414,

,,,,,,,,-615.7,

2,支座,A,205.46,0.085,779,418,,,"加密区四肢8@100,非加密区四肢8@200"

,,,,,,-1017,,,

,,Bl,200.11,0.083,758,418,,,

,,,,,,-1017,,,

,AB跨间,,401.83,0.018,,,1472,222,

,,,,,,,,225,

,,,,,,,,-1741,

,支座Br,,47.44,0.087,377,418,,,加密区二肢8@100非加密区二肢8@200

,,,,,,-1017,,,

,BC跨间,,20.54,0.012,,,157,414,

,,,,,,,,-615.7,

3,支座,A,189.25,0.078,715,418,,,"加密区四肢8@100,非加密区四肢8@200"

,,,,,,-1017,,,

,,Bl,186.97,0.077,706,418,,,

,,,,,,-1017,,,

,AB跨间,,402.47,0.018,,,1475,222,

,,,,,,,,225,

,,,,,,,,-1741,

,支座Br,,43.83,0.08,347,418,,,加密区二肢8@100非加密区二肢8@200

,,,,,,-1017,,,

,BC跨间,,20.64,0.012,,,157,414,

,,,,,,,,-615.7,

4,支座,A,170.58,0.07,642,418,,,"加密区四肢8@100,非加密区四肢8@200"

,,,,,,-1017,,,

,,Bl,176.12,0.073,664,418,,,

,,,,,,-1017,,,

,AB跨间,,405.66,0.018,,,1486,222,

,,,,,,,,225,

,,,,,,,,-1741,

,支座Br,,40.82,0.074,323,418,,,加密区二肢8@100非加密区二肢8@200

,,,,,,-1017,,,

,BC跨间,,21.06,0.012,,,240,414,

,,,,,,,,-615.7,

5,支座,A,106.1,0.043,480,414,,,"加密区四肢8@100,非加密区四肢8@200"

,,,,,,-615,,,

,,Bl,88.95,0.036,480,414,,,

,,,,,,-615,,,

,AB跨间,,286.36,,,,1048,420,

,,,,,,,,-1256,

,支座Br,,34.33,0.062,270,414,,,加密区二肢8@1