内力及配筋表

,,,,,,,,,,,,,,,表3-9

框架柱箍筋计算表,,,,,,,,,,,,,,,

层数,柱号,Mt,Mb,N,Vc,,,,,V,,,,"非加密区

实配钢筋","加密区

实配钢筋"

5,1,69.56,58.42,130.27,2.26,45.83,55.59,3.0,1072.5,154.58,0.04,0.05,0.34,ф8@200,ф8@100

,2,68.21,55.94,196.00,2.26,44.45,53.23,3.0,1072.5,159.18,0.05,0.05,0.34,ф8@200,ф8@100

,3,70.25,61.46,196.00,2.26,47.16,58.48,3.0,1072.5,159.18,0.05,0.05,0.34,ф8@200,ф8@100

,4,69.56,56.71,139.87,2.26,45.21,53.96,3.0,1072.5,155.25,0.04,0.05,0.34,ф8@200,ф8@100

4,1,46.42,50.02,271.41,4.32,34.53,24.90,3.0,1072.5,164.46,0.08,0.05,0.34,ф8@200,ф8@100

,2,52.06,52.06,408.54,4.32,37.28,25.92,3.0,1072.5,174.06,0.11,0.05,0.34,ф8@200,ф8@100

,3,60.22,60.22,430.90,4.32,43.13,29.98,3.0,1072.5,175.62,0.12,0.05,0.34,ф8@200,ф8@100

,4,54.83,57.53,303.41,4.32,40.23,28.64,3.0,1072.5,166.70,0.08,0.05,0.34,ф8@200,ф8@100

3,1,55.41,53.39,410.47,6.39,38.96,17.97,3.0,1072.5,174.19,0.11,0.05,0.34,ф8@200,ф8@100

,2,55.79,55.79,595.53,6.39,39.95,18.78,3.0,1072.5,187.14,0.17,0.05,0.34,ф8@200,ф8@100

,3,63.95,63.95,640.24,6.39,45.80,21.52,3.0,1072.5,190.27,0.18,0.05,0.34,ф8@200,ф8@100

,4,61.26,60.00,464.83,6.39,43.42,20.19,3.0,1072.5,178.00,0.13,0.05,0.34,ф8@200,ф8@100

2,1,59.60,67.72,547.48,8.44,45.59,17.26,3.0,1072.5,183.78,0.15,0.05,0.34,ф8@200,ф8@100

,2,61.56,65.71,782.24,8.44,45.57,16.74,3.0,1072.5,200.21,0.22,0.05,0.34,ф8@200,ф8@100

,3,70.15,75.15,849.31,8.44,52.03,19.15,3.0,1072.5,204.91,0.24,0.05,0.34,ф8@200,ф8@100

,4,67.73,69.18,624.20,8.44,49.02,17.63,3.0,1072.5,189.15,0.17,0.05,0.34,ф8@200,ф8@100

1,1,38.98,41.61,696.14,10.68,28.86,8.38,3.0,1072.5,194.19,0.19,0.05,0.34,ф8@200,ф8@100

,2,11.24,15.21,981.88,10.68,9.47,3.06,3.0,1072.5,214.19,0.27,0.05,0.34,ф8@200,ф8@100

,3,43.56,42.62,1057.19,10.68,30.86,8.58,3.0,1072.5,219.46,0.30,0.05,0.34,ф8@200,ф8@100

,4,15.78,11