内力及配筋 改正

,,,,,,,,,,,,,,表3-8,

④柱正截面配筋计算表,,,,,,,,,,,,,,,

位置,五层,,,四层,,,三层,,,二层,,,一层,,

组合,︱M︱max,Nmax,Nmin,︱M︱max,Nmax,Nmin,︱M︱max,Nmax,Nmin,︱M︱max,Nmax,Nmin,︱M︱max,Nmax,Nmin

M(kN·m),69.56,61.45,69.56,57.53,41.98,57.53,61.26,38.25,61.26,69.18,38.79,69.18,15.78,44.29,15.78

N(kN),139.87,142.14,139.87,303.41,312.28,303.41,464.83,484.46,464.83,624.2,358.7,624.2,795.93,849,795.93

,497.32,432.32,497.32,189.61,134.43,189.61,131.79,78.95,131.79,110.83,108.14,110.83,19.83,52.17,19.83

ea(mm),20,20,20,20,20,20,20,20,20,20,20,20,20,20,20

,517.32,452.32,517.32,209.61,154.43,209.61,151.79,98.95,151.79,130.83,128.14,130.83,39.83,72.17,39.83

lo=1.25H(mm),4.5,4.5,4.5,4.5,4.5,4.5,4.5,4.5,4.5,4.5,4.5,4.5,4.5,4.5,4.5

lo/h,9.0,9.0,9.0,9.0,9.0,9.0,9.0,9.0,9.0,9.0,9.0,9.0,9.0,9.0,9.0

,12.78,12.58,12.78,5.89,5.72,5.89,3.85,3.69,3.85,2.86,4.98,2.86,2.25,2.11,2.25

,1.0,1.0,1.0,1.0,1.0,1.0,1.0,1.0,1.0,1.0,1.0,1.0,1.0,1.0,1.0

,1.0,1.0,1.0,1.0,1.0,1.0,1.0,1.0,1.0,1.0,1.0,1.0,1.0,1.0,1.0

,1.05,1.06,1.05,1.13,1.17,1.13,1.18,1.27,1.18,1.21,1.21,1.21,1.68,1.37,1.68

,759.22,694.22,759.22,451.51,396.33,451.51,393.69,340.86,393.69,372.73,370.04,372.73,281.73,314.07,281.73

,0.04,0.04,0.04,0.09,0.09,0.09,0.14,0.15,0.14,0.19,0.11,0.19,0.24,0.26,0.24

偏心类型,大偏心,大偏心,大偏心,大偏心,大偏心,大偏心,大偏心,大偏心,大偏心,大偏心,大偏心,大偏心,大偏心,大偏心,大偏心

,329.6,263.5,329.6,18.2,-113.4,18.2,-139.8,-339.0,-139.8,-235.2,-194.3,-235.2,-787.4,-602.6,-787.4

实配钢筋,216+220,216+220,216+220,216+220,216+220,216+220,216+220,216+220,216+220,216+220,216+220,216+220,216+220,216+220,216+220

实配