宽神好厉害pkpm模型文件-计算书

2021222324252627282934781011131421(600*1400)2000031(600*1400)2000051(600*1400)2000061(600*1400)2000071(600*1400)2000081(600*1400)20000141(600*1400)20000151(600*1400)20000161(600*1400)20000171(600*1400)20000181(600*1400)20000191(600*1400)200001(600*1400)200001(600*1400)200001(600*1400)200001(600*1400)200001(600*1400)200001(600*1400)200001(600*1400)200001(600*1400)200001(600*1400)200001(600*1400)200001416绿色:梁梁节点平面图,黄色:截面号与尺寸,紫色:基床反力系数,白色:独基反力系数。1720.714.332.72513.417.833.91593.735.532.62762.316.27.94619.734.12.22881.749.22.81642.527.30.34882.231.22.03430.654.50.62453.323.22.14881.531.42.63133.557.70.42240.622.13.54766.532.42.42838.752.52.01391.916.527.73006.510.933.61886.738.024.1荷载图

1(恒+活)0.028.6252.6631.61347.91048.40.025.1632.9521.11866.41035.7104.0636.31675.21175.2129.3803.81424.1487.1552.4534.81301.6428.21098.7880.682.7451.22120.01135.639.0549.22071.01122.78.3517.91991.91023.519.7822.71474.3547.51345.8657.71366.7568.11532.1930.1122.0995.91307.3594.21660.7652.31433.8644.81309.61113.6地梁弯矩(kN-m)图

1(恒+活)0.0244.3678.2959.71040.0789.20.0221.0598.51146.71244.4796.8641.31110.71224.0914.2693.61013.9939.0652.7667.1930.0909.6831.8940.5699.2473.91244.21383.2925.0592.91253.41365.9886.0552.61193.11286.5788.8643.81120.91059.21051.81083.31088.31067.11073.91160.3736.7781.41128.41043.81203.41223.21130.21123.31040.91155.0899.5地梁剪力(kN)图1(恒+活)5.65.55.44.74.94.55.05.04.95.05.85.05.35.05.65.35.44.54.94.34.24.35.14.74.84.44.25.06.25.75.15.36.35.54.85.05.95.14.94.75.85.76.25.86.35.75.95.15.85.05.96.16.96.36.65.85.95.6地梁竖向位移(mm)图1(恒+活)11210691.077.593.297.889.8100.929.959

0100.8115.3100.1106.1100.5112.4105.4107.589.499.085.584.586.0101.293.795.988.884.5100.3124.6113.8101.2106.9125.4110.695.9101.0118.3101.797.893.7115.3114.4124.6116.8125.4114.7118.3102.2116.3100.6118.0121.9137.8126.5131.1115.7117.7111.5地梁反力(kN/m*m)图1(恒+活)0.262155(1200)45800

2645800.2645800.260.262155(1200)45800.2645800.260.362999(1200)0.262155(1200)45800

2645800.2645800.260.262155(1200)45800.2645800.260.363063(1200)45800.2645800.260.262155(1200)45800.2645800.260.403382(1200)45800.2645800.260.282350(1200)45800.2645800.260.262155(1200)45800.2645800.260.262155(1200)45800.2645800.260.262155(1200)45800.2645800.260.302487(1200)00.0053840.300.262155(1200)52080.2945800.260.403330(1200)45800.2650710.280.262155(1200)50640.2845800.260.393281(1200)45800.2648960.270.262155(1200)48980.2745800.260.363046(1200)45800.2645800.260.292430(1200)45800.2645800.260.262155(1200)45800.2645800.260.262155(1200)45800.2645800.260.262155(1200)45800.2645800.260.322693(1200)45800.2645800.260.342821(1200)45800.2645800.260.262155(1200)45800.2645800.260.262155(1200)45800.2645800.260.262155(1200)45800.2645800.260.373101(1200)地梁(或柱上板带每延米)配筋与翼缘配筋(梁上括号内)(mm*mm)及配筋百分率(白色)

(基础砼强度为C40,纵筋为2级,翼缘筋为2级.梁为红色时表示该梁的翼缘抗剪强度不足)1820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.152510.211820.151820.151820.152400.201820.151820.151820.151990.171820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.151820.15地梁箍筋面积(单位:mm*mm,为同一截面总面积,箍筋间距:200mm)与箍筋百分率图(白色)

(基础砼强度为C40,箍筋为1级钢)*******************************************************************JCCAD中文版文件名:JCJS.OUT日期:2016/11/27

*************************************************************总信基础类型:息梁式基础基床反力系数(kN/m3):20000轴线总数:34梁标准截面总数:1混凝土等级:40筋设计强度:300

(N/mm2)梁箍筋设计强度:270

(N/mm2)板或梁翼缘筋设计强度:300

(N/mm2)基础梁节点总数:20基础梁总数:29基础节点荷载总数:18计算模式:4、按SATWE或TAT上部刚度进行弹性地基梁计算标准截面信息( ,

肋宽, 梁高,

翼缘宽,翼缘根高,翼缘边高,

抗扭刚度, 抗弯刚度)1

0.600

1.400

2.400

0.800

0.250 1243240.00

11137245.00梁信息(梁号,角度*10,左节点,右节点,1

900

1

2截面号,轴线号,跨号,长度)1

1

1

0.9002900231127.0003900341138.2004900561310.9005900671327.0006900781338.200790018191517.000890019201528.20090261617.500100691627.5001109121637.50012012151647.500.5007.00028.20016900121311017.00017900131411028.20018900151611217.00019900161711228.2002003711417.50021071011427.500220101311437.500230131611447.500240161911457.5002504811617.50026081111627.500270111411637.500280141711647.500290172011657.500梁上均布荷载(按梁号顺序排列)荷载组号为:1(恒+活)0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00梁上均布荷载(按梁号顺序排列)荷载组号为:2(以恒载为主的恒+活)0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00梁上均布荷载(按梁号顺序排列)荷载组号为:3(恒+活+X风)0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00梁上均布荷载(按梁号顺序排列)荷载组号为:4(恒+活-X风)0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00梁上均布荷载(按梁号顺序排列)荷载组号为:5(恒+活+Y风)0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00梁上均布荷载(按梁号顺序排列)荷载组号为:6(恒+活-Y风)0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00梁上均布荷载(按梁号顺序排列)荷载组号为:7(标准恒荷用于抗浮验算)0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00梁上均布荷载(按梁号顺序排列)荷载组号为:8(标准恒+活荷载)0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00节点荷载:竖向力,X弯矩,Y弯矩(按节点号顺序排列)荷载组号为:1(恒+活)0.000.000.001720.70-14.25-32.722513.43-17.83-33.861593.7035.46-32.560.000.000.002762.29-16.237.944619.70-34.07-2.242881.7549.212.831642.45-27.25-0.324882.24-31.25-1.963430.5954.510.612453.29-23.242.064881.49-31.382.603133.4557.72-0.442240.57-22.08-3.524766.48-32.42-2.402838.7452.542.031391.91-16.4527.733006.51-10.9233.581886.7238.0024.09节点荷载:竖向力,X弯矩,Y弯矩(按节点号顺序排列)荷载组号为:2(以恒载为主的恒+活)0.000.000.001874.90-15.15-34.952719.77-19.37-35.841734.9338.10-34.920.000.000.002996.84-16.868.684963.09-36.51-2.193139.3652.472.881740.36-28.69-0.435206.80-33.02-2.083661.6357.080.902648.83-24.522.405197.95-33.552.923331.9461.51-0.592416.88-23.33-3.925099.12-34.63-2.753060.7955.952.171516.49-17.8029.853244.13-11.4235.592041.4140.4025.67节点荷载:竖向力,X弯矩,Y弯矩(按节点号顺序排列)荷载组号为:3(恒+活+X风)0.000.000.001691.46

-13.060.102487.93-16.20-0.831570.9236.880.220.00

0.000.002772.21-15.2043.174617.66-33.1333.932881.9050.0038.211641.77-26.9834.004883.66-30.9533.863433.6154.8436.232450.32-23.5736.344884.06-31.7038.463132.6457.4335.222239.54-22.9631.064762.83-33.3733.762837.7351.6937.351415.87-17.7559.153033.80-12.5466.611908.0836.5756.58节点荷载:竖向力,X弯矩,Y弯矩(按节点号顺序排列)荷载组号为:4(恒+活-X风)0.000.000.001749.94-15.44-65.552538.92-19.46-66.891616.4834.04-65.330.000.000.002752.36-17.27-27.304621.74-35.01-38.412881.6048.41-32.551643.13-27.53-34.644880.82-31.55-37.783427.5754.19-35.012456.27-22.91-32.224878.93-31.05-33.253134.2658.01-36.092241.60-21.19-38.114770.13-31.47-38.552839.7553.39-33.281367.95-15.16-3.692979.21-9.300.551865.3639.43-8.40节点荷载:竖向力,X弯矩,Y弯矩(按节点号顺序排列)荷载组号为:5(恒+活+Y风)0.000.000.001658.7259.41-32.342526.1663.27-33.971643.18107.85-32.730.000.000.002690.8759.787.934627.1449.31-2.132942.09122.172.531586.5249.15-0.074877.7852.60-1.963497.34129.510.412381.0353.062.334887.8352.732.543196.86132.95-0.722168.1354.41-3.314780.5951.75-2.432896.31126.241.771328.2058.1028.083016.8371.4733.671940.43111.3723.71节点荷载:竖向力,X弯矩,Y弯矩(按节点号顺序排列)荷载组号为:6(恒+活-Y风)0.000.000.001782.68-87.91-33.112500.69-98.93-33.751544.22-36.93-32.380.000.000.002833.71-92.257.944612.25-117.45-2.352821.41-23.763.131698.39-103.66-0.584886.70-115.09-1.953363.84-20.490.812525.56-99.531.794875.16-115.482.663070.05-17.51-0.152313.00-98.56-3.734752.38

-116.58-2.372781.17

-21.162.291455.62 -91.0127.382996.19

-93.3133.491833.00

-35.3624.47节点荷载:竖向力,X弯矩,Y弯矩(按节点号顺序排列)荷载组号为:7(标准恒荷用于抗浮验算)0.000.000.001314.54-10.15-23.621883.08-13.50-23.801214.4026.03-23.790.000.000.002084.79-10.776.133390.79-24.84-1.232200.2735.341.771158.12-18.85-0.403508.30-21.86-1.402471.0137.100.941826.52-16.181.883491.96-22.732.152232.4041.38-0.571663.68-15.45-2.863456.05-23.41-2.092105.2337.591.451063.05-12.3120.472234.46-7.4023.691413.1527.0517.27节点荷载:竖向力,X弯矩,Y弯矩(按节点号顺序排列)荷载组号为:8(标准恒+活荷载)0.000.000.001416.86-11.63-26.752064.32-14.67-27.581311.8429.05-26.650.000.000.002270.89-13.136.543784.18-27.88-1.782372.7140.202.281338.63-22.16-0.293988.50-25.44-1.602803.4244.240.572013.28-18.911.743985.63-25.662.172557.0947.14-0.391838.08-17.98-2.923898.35-26.50-2.012328.4242.901.661146.08-13.5122.732466.71-8.8627.371549.5331.0119.67总刚度矩阵中的元素总数=

1711各节点的节点号、竖向位移(mm)与反力(kN/m*m)荷载组号为:1(恒+活)15.63112.5525.38107.5234.8997.8245.81

116.2755.01100.1564.9598.9575.77115.3085.90

118.0194.2284.49106.23124.60116.89137.76125.06

101.17136.27125.45146.56131.13154.8095.92165.92

118.30175.88117.69185.31106.10195.62112.37206.79

135.79各节点的节点号、竖向位移(mm)与反力(kN/m*m)荷载组号为:2(以恒载为主的恒+活)16.13122.5725.85

117.0135.30

105.9546.33

126.5055.42108.4365.35

107.0276.20

123.9486.40

127.9494.5190.22106.65

133.04117.36

147.29125.44

108.81136.69133.77146.99

139.73155.17

103.45166.33

126.68176.33126.53185.77

115.31196.06

121.28207.34

146.73各节点的节点号、竖向位移(mm)与反力(kN/m*m)荷载组号为:3(恒+活+X风)15.52110.4025.28105.5334.8296.4745.72

114.3355.01100.2864.9599.0675.76115.2185.90

117.9194.2384.52106.23124.64116.89137.85125.05

101.05136.27125.46146.56131.11154.8096.02165.92

118.33175.89117.77185.41108.19195.69113.73206.88

137.62各节点的节点号、竖向位移(mm)与反力(kN/m*m)荷载组号为:4(恒+活-X风)15.74114.7125.48109.5134.9699.1645.91

118.2255.00100.0264.9498.8475.77115.4085.91

118.1294.2284.46106.23124.56116.88137.67125.06

101.28136.27125.43146.56131.16154.7995.82165.91

118.27175.88117.60185.20104.02195.55111.00206.70

133.96各节点的节点号、竖向位移(mm)与反力(kN/m*m)荷载组号为:5(恒+活+Y风)15.33106.6125.14102.7434.9098.0546.06

121.2654.7995.7364.7795.4875.77115.4086.07

121.4994.0581.08106.23124.53117.07141.40124.87

97.36136.28125.51146.74134.71154.6091.99165.92

118.50176.06121.17185.02100.34195.62112.48207.05

141.03各节点的节点号、竖向位移(mm)与反力(kN/m*m)1 5.92

118.49

2 5.61

112.29

3荷载组号为:64.88

97.58(恒+活-Y风)4 5.56

111.2955.23104.5765.12

102.4275.76115.2185.73

114.5394.4087.91106.23

124.68116.71134.13125.25

104.97136.27125.38146.38

127.56154.9999.86165.91

118.10175.71114.21185.59

111.87195.61112.26206.53

130.55各节点的节点号、竖向位移(mm)与反力(kN/m*m)荷载组号为:7(标准恒荷用于抗浮验算)15.22104.3625.02100.3934.6092.0745.35

107.0654.6893.6964.6392.5975.17103.3585.37

107.4993.9879.52105.42108.43115.92118.32124.65

93.08135.44108.70145.63112.59154.4989.77165.23

104.62175.26105.16184.9599.05195.11102.16206.00

119.93各节点的节点号、竖向位移(mm)与反力(kN/m*m)荷载组号为:8(标准恒+活荷载)14.6392.6624.4288.4934.0280.3744.7895.6954.1182.2764.0681.2674.7294.4784.8596.9993.4569.06105.09101.84115.63112.65124.1582.90135.12102.48145.35107.09153.9378.68164.8496.79174.8296.43184.3687.28194.6192.20205.57111.47梁与各板块不包括基础与土体自重的平均净反力(kN/m*m)荷载组号为:0

P(average)=

122.11(恒+活)各节点的节点号、竖向位移(mm)与修正后的反力(kN/m*m) 荷载组号为:

115.63112.5525.38107.5234.8997.8245.81

116.2755.01100.1564.9598.9575.77115.3085.90

118.0194.2284.49106.23124.60116.89137.76125.06

101.17136.27125.45146.56131.13154.8095.92165.92

118.30175.88117.69185.31106.10195.62112.37206.79

135.79梁与各板块不包括基础与土体自重的平均净反力(kN/m*m)荷载组号为:2(以恒载为主的恒+活)0

P(average)=

131.2各节点的节点号、竖向位移(mm)与修正后的反力(kN/m*m)荷载组号为:216.13122.5725.85

117.0135.30

105.9546.33

126.5055.42108.4365.35

107.0276.20

123.9486.40

127.9494.5190.22106.65

133.04117.36

147.29125.44

108.81136.69133.77146.99

139.73155.17

103.45166.33

126.68176.33126.53185.77

115.31196.06

121.28207.34

146.73梁与各板块不包括基础与土体自重的平均净反力(kN/m*m)荷载组号为:3(恒+活+X风)0

P(average)=

122.1各节点的节点号、竖向位移(mm)与修正后的反力(kN/m*m) 荷载组号为:

315.52110.4025.28105.5334.8296.4745.72

114.3355.01100.2864.9599.0675.76115.2185.90

117.9194.2384.52106.23124.64116.89137.85125.05

101.05136.27125.46146.56131.11154.8096.02165.92

118.33175.89117.77185.41108.19195.69113.73206.88

137.62梁与各板块不包括基础与土体自重的平均净反力(kN/m*m)荷载组号为:4(恒+活-X风)0

P(average)=

122.1各节点的节点号、竖向位移(mm)与修正后的反力(kN/m*m) 荷载组号为:

415.74114.7125.48109.5134.9699.1645.91

118.2255.00100.0264.9498.8475.77115.4085.91

118.1294.2284.46106.23124.56116.88137.67125.06

101.28136.27125.43146.56131.16154.7995.82165.91

118.27175.88117.60185.20104.02195.55111.00206.70

133.96梁与各板块不包括基础与土体自重的平均净反力(kN/m*m)荷载组号为:5(恒+活+Y风)0

P(average)=

122.1各节点的节点号、竖向位移(mm)与修正后的反力(kN/m*m)荷载组号为:515.33106.6125.14102.7434.9098.0546.06

121.2654.7995.7364.7795.4875.77115.4086.07

121.4994.0581.08106.23124.53117.07141.40124.87

97.36136.28125.51146.74134.71154.6091.99165.92

118.50176.06121.17185.02100.34195.62112.48207.05

141.03梁与各板块不包括基础与土体自重的平均净反力(kN/m*m)荷载组号为:6(恒+活-Y风)0

P(average)=

122.1各节点的节点号、竖向位移(mm)与修正后的反力(kN/m*m) 荷载组号为:

615.92118.4925.61

112.2934.8897.5845.56

111.2955.23104.5765.12

102.4275.76115.2185.73

114.5394.4087.91106.23

124.68116.71134.13125.25

104.97136.27125.38146.38

127.56154.9999.86165.91

118.10175.71114.21185.59

111.87195.61112.26206.53

130.55梁与各板块不包括基础与土体自重的平均净反力(kN/m*m)荷载组号为:7(标准恒荷用于抗浮验算)0

P(average)=

89.8各节点的节点号、竖向位移(mm)与修正后的反力(kN/m*m) 荷载组号为:

715.2291.7425.0288.2534.6080.9345.3594.1054.6882.3664.6381.3975.1790.8585.3794.4893.9869.90105.4295.31115.92104.00124.6581.82135.4495.55145.6398.97154.4978.91165.2391.96175.2692.43184.9587.07195.1189.80206.00105.41各梁的内力与配筋(梁弯矩与配筋,剪力与剪扭箍筋,扭矩与抗扭纵筋,梁翼缘弯矩与配筋等)(警告标志：配筋量100000为超筋,梁翼缘抗剪系数小于1为翼缘抗剪强度不足)梁号：1=======轴线号：

1跨号：1No.

1M1M2M3M4M5M6M7M8M9梁弯矩:0.02.17.616.428.644.263.185.2110.7配筋1:2155.4580.4580.4580.4580.4580.4580.4580.4580.配筋2:2155.4580.4580.4580.4580.4580.4580.4580.4580.V1V2Mt/mVt/mT梁剪力:0.0244.3翼缘弯矩:44.6翼缘剪力:99.0梁扭矩:8.12剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:9.07抗扭纵筋:0.No.

2M1M2M3M4M5M6M7M8M9梁弯矩:0.02.38.217.931.248.168.792.8120.5配筋1:4580.4580.4580.4580.4580.4580.4580.4580.4580.配筋2:4580.4580.4580.4580.4580.4580.4580.4580.4580.V1V2Mt/mVt/mT梁剪力:0.0265.9翼缘弯矩:48.5翼缘剪力:107.8梁扭矩:8.89剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:8.33抗扭纵筋:0.No.

3M1M2M3M4M5M6M7M8M9梁弯矩:0.02.17.416.128.143.461.983.6108.6配筋1:2155.4580.4580.4580.4580.4580.4580.4580.4580.配筋2:2155.4580.4580.4580.4580.4580.4580.4580.4580.V1V2Mt/mVt/mT梁剪力:0.1239.7翼缘弯矩:43.7翼缘剪力:97.2梁扭矩:7.54剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:9.24抗扭纵筋:0.No.

4M1M2M3M4M5M6M7M8M9梁弯矩:0.02.17.716.729.245.164.286.9112.8配筋1:2155.4580.4580.4580.4580.4580.4580.4580.4580.配筋2:2155.4580.4580.4580.4580.4580.4580.4580.4580.V1V2Mt/mVt/mT梁剪力:0.0248.9翼缘弯矩:45.4翼缘剪力:100.9梁扭矩:8.71剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:8.90抗扭纵筋:0.No.

5M1M2M3M4M5M6M7M8M9梁弯矩:0.02.07.215.527.242.059.980.9105.2配筋1:2155.4580.4580.4580.4580.4580.4580.4580.4580.配筋2:2155.4580.4580.4580.4580.4580.4580.4580.4580.V1V2Mt/mVt/mT梁剪力:0.0232.4翼缘弯矩:42.4翼缘剪力:94.2梁扭矩:7.65剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:9.53抗扭纵筋:0.No.

6M1M2M3M4M5M6M7M8M9梁弯矩:0.02.28.017.230.146.566.389.5116.3配筋1:2155.4580.4580.4580.4580.4580.4580.4580.4580.配筋2:2155.4580.4580.4580.4580.4580.4580.4580.4580.V1V2Mt/mVt/mT梁剪力:0.0256.2翼缘弯矩:46.7翼缘剪力:103.9梁扭矩:8.60剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:8.65抗扭纵筋:0.No.

7M1M2M3M4M5M6M7M8M9梁弯矩:0.01.65.912.722.134.048.465.484.8配筋1:0.0.0.0.0.0.0.0.0.配筋2:0.0.0.0.0.0.0.0.0.V1V2Mt/mVt/mT梁剪力:0.0187.1翼缘弯矩:36.4翼缘剪力:81.0梁扭矩:6.28剪扭箍筋:0.0.翼缘筋:0.抗剪系数:0.00抗扭纵筋:0.No.

8M1M2M3M4M5M6M7M8M9梁弯矩:0.01.76.213.523.636.451.970.291.2配筋1:0.0.0.0.0.0.0.0.0.配筋2:0.0.0.0.0.0.0.0.0.V1V2Mt/mVt/mT梁剪力:0.0201.1翼缘弯矩:36.7翼缘剪力:81.5梁扭矩:6.70剪扭箍筋:0.0.翼缘筋:0.抗剪系数:0.00抗扭纵筋:0.梁号：2=======轴线号：1跨号：2No.

1M1M2M3M4M5M6M7M8M9梁弯矩:252.6-243.5-551.4-678.9-631.6-411.4-17.6552.71302.4配筋1:4580.2155.2155.2155.2155.2155.2155.4580.4580.配筋2:4580.2155.2155.2155.2155.2155.2155.4580.4580.V1V2Mt/mVt/mT梁剪力:678.2959.7翼缘弯矩:41.6翼缘剪力:92.4梁扭矩:52.14剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:9.72抗扭纵筋:0.No.

2M1M2M3M4M5M6M7M8M9梁弯矩:276.1-264.2-599.8-739.3-689.0-451.2-25.1592.41404.1配筋1:4580.2155.2155.2155.2155.2155.2155.4580.4580.配筋2:4580.2155.2155.2155.2155.2155.2155.4580.4580.V1V2Mt/mVt/mT梁剪力:738.51039.2翼缘弯矩:45.1翼缘剪力:100.3梁扭矩:56.85剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:8.95抗扭纵筋:0.No.

3M1M2M3M4M5M6M7M8M9梁弯矩:247.2-239.6-541.4-666.0-618.6-401.0-12.4550.21289.6配筋1:4580.2155.2155.2155.2155.2155.2155.4580.4580.配筋2:4580.2155.2155.2155.2155.2155.2155.4580.4580.V1V2Mt/mVt/mT梁剪力:665.4946.5翼缘弯矩:40.9翼缘剪力:90.9梁扭矩:48.89剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:9.88抗扭纵筋:0.No.

4M1M2M3M4M5M6M7M8M9梁弯矩:258.0-247.5-561.4-691.8-644.6-421.8-22.8555.21315.2配筋1:4580.2155.2155.2155.2155.2155.2155.4580.4580.配筋2:4580.2155.2155.2155.2155.2155.2155.4580.4580.V1V2Mt/mVt/mT梁剪力:690.9972.8翼缘弯矩:42.3翼缘剪力:93.9梁扭矩:55.39剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:9.56抗扭纵筋:0.No.

5M1M2M3M4M5M6M7M8M9梁弯矩:307.7-183.7-493.7-628.5-592.3-386.1-8.1545.51278.0配筋1:4580.2155.2155.2155.2155.2155.2155.4580.4580.配筋2:4580.2155.2155.2155.2155.2155.2155.4580.4580.V1V2Mt/mVt/mT梁剪力:668.1940.2翼缘弯矩:40.7翼缘剪力:90.4梁扭矩:46.70剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:9.94抗扭纵筋:0.No.

6M1M2M3M4M5M6M7M8M9梁弯矩:197.6-303.3-609.1-729.3-670.8-436.8-27.2559.91326.8配筋1:4580.2155.2155.2155.2155.2155.2155.4580.4580.配筋2:4580.2155.2155.2155.2155.2155.2155.4580.4580.V1V2Mt/mVt/mT梁剪力:688.3979.2翼缘弯矩:42.5翼缘剪力:94.4梁扭矩:57.58剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:9.51抗扭纵筋:0.No.

7M1M2M3M4M5M6M7M8M9梁弯矩:194.8-183.4-418.7-517.3-483.6-319.5-24.5403.2965.8配筋1:0.0.0.0.0.0.0.0.0.配筋2:0.0.0.0.0.0.0.0.0.V1V2Mt/mVt/mT梁剪力:516.8720.2翼缘弯矩:34.3翼缘剪力:76.1梁扭矩:39.84剪扭箍筋:0.0.翼缘筋:0.抗剪系数:0.00抗扭纵筋:0.No.

8M1M2M3M4M5M6M7M8M9梁弯矩:208.3-200.2-453.7-558.9-520.3-339.6-16.2452.31068.2配筋1:0.0.0.0.0.0.0.0.0.配筋2:0.0.0.0.0.0.0.0.0.V1V2Mt/mVt/mT梁剪力:558.3788.4翼缘弯矩:34.2翼缘剪力:76.0梁扭矩:42.94剪扭箍筋:0.0.翼缘筋:0.抗剪系数:0.00抗扭纵筋:0.梁号：3=======轴线号：1跨号：3No.

1M1M2M3梁弯矩:1347.9404.2-302.1M4

M5

M6-783.0

-1048.4

-1100.7M7-933.1M8-528.3M9139.2配筋1:4580.4580.2155.2155.2625.2757.2334.2155.4580.配筋2:4580.4580.2155.2155.2681.2816.2385.2155.4580.V1V2Mt/mVt/m

T梁剪力:1040.0789.2翼缘弯矩:43.4翼缘剪力:96.3

梁扭矩:

55.79剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:9.32

抗扭纵筋:

0.No.

2M1M2M3M4

M5M6

M7M8

M9梁弯矩:1453.3431.3-333.3-853.9

-1140.8-1196.7

-1013.7-573.0

153.5配筋1:4580.4580.2155.2155.2858.2999.2537.2155.4580.配筋2:4580.4580.2155.2181.2920.3064.2592.2155.4580.V1V2Mt/m

Vt/m

T梁剪力:1126.2858.8翼缘弯矩:47.1

翼缘剪力: 104.6

梁扭矩:

60.33剪扭箍筋:182.182.翼缘筋:1200.

抗剪系数:

8.58

抗扭纵筋:

0.No.

3

M1

M2

M3

M4

M5

M6M7M8M9梁弯矩:

1335.8 404.2

-293.1 -768.3

-1030.9

-1083.7-919.9-522.8132.8配筋1:4580.4580.2155.2155.2581.2714.2301.2155.4580.配筋2:4580.4580.2155.2155.2637.2773.2351.2155.4580.V1V2Mt/mVt/m

T梁剪力:1026.5775.2翼缘弯矩:42.7翼缘剪力:94.9

梁扭矩:

52.84剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:9.47

抗扭纵筋:

0.No.

4

M1

M2

M3

M4

M5

M6M7M8M9梁弯矩:

1360.1 404.1

-311.0 -797.8

-1065.8

-1117.8-946.3-533.8145.7配筋1:4580.4580.2155.2155.2669.2800.2368.2155.4580.配筋2:4580.4580.2155.2155.2726.2860.2419.2155.4580.V1

V2Mt/mVt/m

T梁剪力:

1053.5 803.2

翼缘弯矩:44.0翼缘剪力:97.8

梁扭矩:

58.73剪扭箍筋:

182. 182.

翼缘筋:1200.抗剪系数:9.18

抗扭纵筋:

0.No.

5

M1

M2M3M4M5M6M7M8

M9梁弯矩:1404.9434.1

-297.5

-801.4

-1086.5

-1154.4 -996.9

-595.079.3配筋1:4580.4580.2155.2155.2721.2892.2495.2155.4580.配筋2:4580.4580.2155.2155.2780.2955.2549.2155.4580.V1V2Mt/mVt/mT梁剪力:1066.9801.4翼缘弯矩:44.4翼缘剪力:98.7梁扭矩:61.00剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:9.10抗扭纵筋:0.No.

6M1M2M3M4M5M6M7M8M9梁弯矩:1291.0374.2-306.7-764.7-1010.3-1047.1-869.3-461.7199.2配筋1:4580.4580.2155.2155.2529.2621.2174.2155.4580.配筋2:4580.4580.2155.2155.2583.2678.2221.2155.4580.V1V2Mt/mVt/mT梁剪力:1013.1777.1翼缘弯矩:42.3翼缘剪力:94.0梁扭矩:50.57剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:9.55抗扭纵筋:0.No.

7M1M2M3M4M5M6M7M8M9梁弯矩:999.8291.2-238.9-599.5-797.9-835.6-706.9-398.4109.7配筋1:0.0.0.0.0.0.0.0.0.配筋2:0.0.0.0.0.0.0.0.0.V1V2Mt/mVt/mT梁剪力:780.8600.7翼缘弯矩:35.4翼缘剪力:78.8梁扭矩:41.73剪扭箍筋:0.0.翼缘筋:0.抗剪系数:0.00抗扭纵筋:0.No.

8M1M2M3M4M5M6M7M8M9梁弯矩:1105.6330.3-249.9-645.0-862.8-905.6-767.5-434.3115.1配筋1:0.0.0.0.0.0.0.0.0.配筋2:0.0.0.0.0.0.0.0.0.V1V2Mt/mVt/mT梁剪力:854.4649.5翼缘弯矩:35.7翼缘剪力:79.2梁扭矩:45.81剪扭箍筋:0.0.翼缘筋:0.抗剪系数:0.00抗扭纵筋:0.梁号：4=======轴线号：3跨号：1No.

1M1M2M3M4M5M6M7M8M9梁弯矩:0.01.96.714.725.639.656.676.699.6配筋1:2155.4580.4580.4580.4580.4580.4580.4580.4580.配筋2:2155.4580.4580.4580.4580.4580.4580.4580.4580.V1V2Mt/mVt/mT梁剪力:0.0221.0翼缘弯矩:40.3翼缘剪力:89.6梁扭矩:0.05剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:10.02抗扭纵筋:0.No.

2M1M2M3M4M5M6M7M8M9梁弯矩:0.02.07.315.927.742.961.282.9107.8配筋1:2155.4580.4580.4580.4580.4580.4580.4580.4580.配筋2:2155.4580.4580.4580.4580.4580.4580.4580.4580.V1V2Mt/mVt/mT梁剪力:0.0239.1翼缘弯矩:43.6翼缘剪力:97.0梁扭矩:0.17剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:9.26抗扭纵筋:0.No.

3M1M2M3M4M5M6M7M8M9梁弯矩:0.01.96.814.725.739.756.676.799.8配筋1:2155.4580.4580.4580.4580.4580.4580.4580.4580.配筋2:2155.4580.4580.4580.4580.4580.4580.4580.4580.V1V2Mt/mVt/mT梁剪力:0.0221.3翼缘弯矩:40.4翼缘剪力:89.7梁扭矩:-0.10剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:10.01抗扭纵筋:0.No.

4M1M2M3M4M5M6M7M8M9梁弯矩:0.01.86.714.625.639.656.576.599.5配筋1:2155.4580.4580.4580.4580.4580.4580.4580.4580.配筋2:2155.4580.4580.4580.4580.4580.4580.4580.4580.V1V2Mt/mVt/mT梁剪力:0.0220.8翼缘弯矩:40.3翼缘剪力:89.5梁扭矩:0.19剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:10.03抗扭纵筋:0.No.

5M1M2M3M4M5M6M7M8M9梁弯矩:0.01.86.514.024.537.954.273.495.5配筋1:2155.4580.4580.4580.4580.4580.4580.4580.4580.配筋2:2155.4580.4580.4580.4580.4580.4580.4580.4580.V1V2Mt/mVt/mT梁剪力:0.1212.2翼缘弯矩:38.7翼缘剪力:86.0梁扭矩:0.03剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:10.44抗扭纵筋:0.No.

6M1M2M3M4M5M6M7M8M9梁弯矩:0.01.97.015.326.741.358.979.8103.7配筋1:2155.4580.4580.4580.4580.4580.4580.4580.4580.配筋2:2155.4580.4580.4580.4580.4580.4580.4580.4580.V1V2Mt/mVt/mT梁剪力:0.0229.8翼缘弯矩:41.9翼缘剪力:93.1梁扭矩:0.06剪扭箍筋:182.182.翼缘筋:1200.抗剪系数:9.64抗扭纵筋:0.No.

7M1M2M3M4M5M6M7M8M9梁弯矩:0.01.55.211.219.530.042.857.875.1配筋1:0.0.0.0.0.0.0.0.0.配筋2:0.0.0.0.0.0.0.0.0.V1V2Mt/mVt/mT梁剪力:0.0166.6翼缘弯矩:33.2翼缘剪力:73.7梁扭矩:0.27剪扭箍筋:0.0.翼缘筋:0.抗剪系数:0.00抗扭纵筋:0.No.

8M1M2M3M4M5M6M7M8M9梁弯矩:0.01.55.512.021.132.546.562.981.8配筋1:0.0.0.0.0.0.0.0.0.配筋2:0.0.0.0.0.0.0.0.0.V1V2Mt/mVt/mT梁剪力:0.1181.5翼缘弯矩:33.1翼缘剪力:73.6梁扭矩:0.07剪扭箍筋:0.0.翼缘筋:0.抗剪系数:0.00抗扭纵筋:0.梁号：5=======轴线号：3

跨号：2No.

1M1M2M3M4M5M6M7M8M9梁弯矩:132.9-300.2-553.6-627.9-521.1-228.3258.1946.61844.2配筋1:4580.2155.2155.2155.2155.2155.4580.4580.4580.配筋2:4580.2155.2155.2155.2155.2155.4580.4580.4580.V1V2Mt/mVt/mT梁剪力:598.