桥梁计算书份T梁箱梁刚构拱桥斜拉悬索

原始数据：桥交角AF(度)=60正桥实际宽B(mm)=14722框架轮廓斜长L(mm)=10854框架轮廓斜高H(mm)=8600框架顶板厚D1(mm)=700框架底板厚D2(mm)=900框架边墙斜厚H1(mm)=808框架边跨顶板梗胁长A1(mm)=1732框架边跨顶板梗胁高B1(mm)=500框架底板凸台斜长A3(mm)=0.000000框架底板凸台高B3(mm)=500板受力筋间距ZB(mm)=150墙受力筋间距ZD(mm)=150净保护层厚HC(mm)=50顶板底板受力筋布置方式=斜交钢筋数量统计方式=全长(Q)受力筋放置=主筋内(N)加载情况=双线加载设计荷载=公路II级荷载输入轴重(吨)=0.0000轴力计算方式=算弯矩及轴力剪力计算方式=剪力斜板与框构计算选择=框构单线全跨加载点数=奇数有限元计算方式=按单元计算计算单筋和双筋情况=计算双筋配筋计算方式=按斜交配筋钢筋容许应力(kg/cm2)=1800.0000弯曲受压混凝土的容许应力(kg/cm2)=118无箍筋、斜筋主拉力容许应力(kg/cm2)=8.3由混凝土承受的主拉力容许应力(kg/cm2)=4.2有箍筋、斜筋主拉力容许应力(kg/cm2)=22.5建筑物所在地温差(度)=15.0000钢筋与混凝土弹性模量之比=15.0000边孔汽车及填土均布荷载强度(t/m2)=0.0000地基土的抗力系数(t/m4)=2000.0000轨底至顶板轴线距离(m)=1.5混凝土弹性模量(t/m2)=3200000.0000混凝土泊桑比=0.2000路基填土的内摩擦角系数=0.2670线上均布荷载重(t/m)=1.4000箍筋直径(cm)=0.8配筋计算：各控制截面间距，顺序为：顶板，底板，竖墙(间距为0.000)(单位：cm)150.690100.460100.460100.460150.690100.460200.9200.0000.0000.000控制截面单元板厚，顺序为：顶板，底板，竖墙(单位：cm)105.00078.00070.00070.00090.00090.00090.00070.00070.00070.000--控制截面序号i=1----单元顺序号j=1上缘/墙内侧,绕X轴方向弯距AM=110.13(kN*m),绕Y轴方向弯距BM=124.24(kN*m),Y方向轴力FY=719.39(kN),X方向轴力FX=728.94(kN),剪力AQ=68.55(kN),M1=4,M2=4,M3=3,M4=3,M5=3钢筋直径钢筋应力砼应力剪应力主筋根箍筋根斜筋根主筋面积钢筋应力砼应力剪应力主筋根箍筋根斜筋根主筋面积(mm)(Mp)(Mp)(Mp)数(根)数(根)数(根)(mm2)(Mp)(Mp)(Mp)数(根)数(根)数(根)(mm2)FI=12,受力筋227.17,0.00,0.10,28,0,0,3166.73,构造筋233.16,0.00,0.00,18,0,0,2035.75,FI=14,受力筋233.66,0.00,0.10,20,0,0,3078.76,构造筋220.57,0.00,0.00,14,0,0,2155.13,FI=16,受力筋223.62,0.00,0.10,16,0,0,3216.99,构造筋215.26,0.00,0.00,11,0,0,2211.68,FI=18,受力筋217.46,0.00,0.10,13,0,0,3308.10,构造筋208.19,0.00,0.00,9,0,0,2290.22,FI=20,受力筋228.99,0.00,0.10,10,0,0,3141.59,构造筋190.00,0.00,0.00,8,0,0,2513.27,FI=22,受力筋210.28,0.00,0.10,9,0,0,3421.19,构造筋179.73,0.00,0.00,7,0,0,2660.93,FI=25,受力筋209.36,0.00,0.10,7,0,0,3436.12,构造筋162.75,0.00,0.00,6,0,0,2945.24,FI=28,受力筋194.72,0.00,0.10,6,0,0,3694.51,构造筋156.06,0.00,0.00,5,0,0,3078.76,FI=32,受力筋111.28,0.00,0.10,5,0,0,4021.24,构造筋149.82,0.00,0.00,4,0,0,3216.99,FI=36,受力筋109.77,0.00,0.10,4,0,0,4071.50,构造筋158.33,0.00,0.00,3,0,0,3053.63,FI=40,受力筋88.80,0.00,0.10,4,0,0,5026.55,构造筋128.65,0.00,0.00,3,0,0,3769.91,下缘/墙外侧,绕X轴方向弯距AM=-105.74(kN*m),绕Y轴方向弯距BM=-108.38(kN*m),Y方向轴力FY=719.39(kN),X方向轴力FX=728.94(kN),剪力AQ=74.32(kN),M1=4,M2=4,M3=2,M4=3,M5=3钢筋直径钢筋应力砼应力剪应力主筋根箍筋根斜筋根主筋面积钢筋应力砼应力剪应力主筋根箍筋根斜筋根主筋面积(mm)(Mp)(Mp)(Mp)数(根)数(根)数(根)(mm2)(Mp)(Mp)(Mp)数(根)数(根)数(根)(mm2)FI=12,受力筋227.17,0.00,0.11,28,0,0,3166.73,构造筋230.19,0.00,0.00,28,0,0,3166.73,FI=14,受力筋233.66,0.00,0.11,20,0,0,3078.76,构造筋225.49,0.00,0.00,21,0,0,3232.70,FI=16,受力筋223.62,0.00,0.11,16,0,0,3216.99,构造筋226.59,0.00,0.00,16,0,0,3216.99,FI=18,受力筋217.46,0.00,0.11,13,0,0,3308.10,构造筋220.35,0.00,0.00,13,0,0,3308.10,FI=20,受力筋228.99,0.00,0.11,10,0,0,3141.59,构造筋232.03,0.00,0.00,10,0,0,3141.59,FI=22,受力筋210.28,0.00,0.11,9,0,0,3421.19,构造筋213.07,0.00,0.00,9,0,0,3421.19,FI=25,受力筋209.36,0.00,0.11,7,0,0,3436.12,构造筋212.14,0.00,0.00,7,0,0,3436.12,FI=28,受力筋194.72,0.00,0.11,6,0,0,3694.51,构造筋197.30,0.00,0.00,6,0,0,3694.51,FI=32,受力筋178.90,0.00,0.11,5,0,0,4021.24,构造筋181.27,0.00,0.00,5,0,0,4021.24,FI=36,受力筋176.69,0.00,0.11,4,0,0,4071.50,构造筋179.03,0.00,0.00,4,0,0,4071.50,FI=40,受力筋143.12,0.00,0.11,4,0,0,5026.55,构造筋93.13,0.00,0.00,4,0,0,5026.55,--控制截面序号i=1----单元顺序号j=2上缘/墙内侧,绕X轴方向弯距AM=124.68(kN*m),绕Y轴方向弯距BM=90.78(kN*m),Y方向轴力FY=1156.54(kN),X方向轴力FX=1197.87(kN),剪力AQ=106.69(kN),M1=4,M2=4,M3=3,M4=3,M5=3钢筋直径钢筋应力砼应力剪应力主筋根箍筋根斜筋根主筋面积钢筋应力砼应力剪应力主筋根箍筋根斜筋根主筋面积(mm)(Mp)(Mp)(Mp)数(根)数(根)数(根)(mm2)(Mp)(Mp)(Mp)数(根)数(根)数(根)(mm2)FI=12,受力筋100000000.00,0.00,0.15,36,0,0,4071.50,构造筋100000000.00,0.00,0.00,36,0,0,4071.50,FI=14,受力筋100000000.00,0.00,0.15,32,0,0,4926.02,构造筋100000000.00,0.00,0.00,32,0,0,4926.02,FI=16,受力筋230.09,0.00,0.15,25,0,0,5026.55,构造筋229.14,0.00,0.00,26,0,0,5227.61,FI=18,受力筋227.25,0.00,0.15,20,0,0,5089.38,构造筋224.16,0.00,0.00,21,0,0,5343.85,FI=20,受力筋230.09,0.00,0.15,16,0,0,5026.55,构造筋224.29,0.00,0.00,17,0,0,5340.71,FI=22,受力筋217.32,0.00,0.15,14,0,0,5321.86,构造筋225.08,0.00,0.00,14,0,0,5321.86,FI=25,受力筋214.19,0.00,0.15,11,0,0,5399.61,构造筋221.84,0.00,0.00,11,0,0,5399.61,FI=28,受力筋208.70,0.00,0.15,9,0,0,5541.77,构造筋216.15,0.00,0.00,9,0,0,5541.77,FI=32,受力筋205.43,0.00,0.15,7,0,0,5629.73,构造筋212.78,0.00,0.00,7,0,0,5629.73,FI=36,受力筋189.37,0.00,0.15,6,0,0,6107.26,构造筋196.14,0.00,0.00,6,0,0,6107.26,FI=40,受力筋184.07,0.00,0.15,5,0,0,6283.19,构造筋190.65,0.00,0.00,5,0,0,6283.19,下缘/墙外侧,绕X轴方向弯距AM=-112.62(kN*m),绕Y轴方向弯距BM=-109.39(kN*m),Y方向轴力FY=1156.54(kN),X方向轴力FX=1197.87(kN),剪力AQ=267.45(kN),M1=4,M2=4,M3=1,M4=3,M5=3钢筋直径钢筋应力砼应力剪应力主筋根箍筋根斜筋根主筋面积钢筋应力砼应力剪应力主筋根箍筋根斜筋根主筋面积(mm)(Mp)(Mp)(Mp)数(根)数(根)数(根)(mm2)(Mp)(Mp)(Mp)数(根)数(根)数(根)(mm2)FI=12,受力筋100000000.00,0.00,0.38,36,0,0,4071.50,构造筋100000000.00,0.00,0.00,36,0,0,4071.50,FI=14,受力筋100000000.00,0.00,0.38,32,0,0,4926.02,构造筋100000000.00,0.00,0.00,32,0,0,4926.02,FI=16,受力筋230.09,0.00,0.38,25,0,0,5026.55,构造筋229.14,0.00,0.00,26,0,0,5227.61,FI=18,受力筋227.25,0.00,0.38,20,0,0,5089.38,构造筋224.16,0.00,0.00,21,0,0,5343.85,FI=20,受力筋230.09,0.00,0.38,16,0,0,5026.55,构造筋224.29,0.00,0.00,17,0,0,5340.71,FI=22,受力筋217.32,0.00,0.38,14,0,0,5321.86,构造筋225.08,0.00,0.00,14,0,0,5321.86,FI=25,受力筋214.19,0.00,0.38,11,0,0,5399.61,构造筋221.84,0.00,0.00,11,0,0,5399.61,FI=28,受力筋208.70,0.00,0.38,9,0,0,5541.77,构造筋216.15,0.00,0.00,9,0,0,5541.77,FI=32,受力筋205.43,0.00,0.38,7,0,0,5629.73,构造筋212.78,0.00,0.00,7,0,0,5629.73,FI=36,受力筋189.37,0.00,0.39,6,0,0,6107.26,构造筋196.14,0.00,0.00,6,0,0,6107.26,FI=40,受力筋184.07,0.00,0.39,5,0,0,6283.19,构造筋190.65,0.00,0.00,5,0,0,6283.19,--控制截面序号i=1----单元顺序号j=3上缘/墙内侧,绕X轴方向弯距AM=220.63(kN*m),绕Y轴方向弯距BM=102.04(kN*m),Y方向轴力FY=296.42(kN),X方向轴力FX=1018.58(kN),剪力AQ=239.28(kN),M1=4,M2=4,M3=2,M4=4,M5=3钢筋直径钢筋应力砼应力剪应力主筋根箍筋根斜筋根主筋面积钢筋应力砼应力剪应力主筋根箍筋根斜筋根主筋面积(mm)(Mp)(Mp)(Mp)数(根)数(根)数(根)(mm2)(Mp)(Mp)(Mp)数(根)数(根)数(根)(mm2)FI=12,受力筋224.81,1.69,0.25,15,0,0,1696.46,构造筋100000000.00,0.00,0.00,36,0,0,4071.50,FI=14,受力筋206.74,1.63,0.25,12,0,0,1847.26,构造筋228.17,0.00,0.00,29,0,0,4464.20,FI=16,受力筋211.25,1.65,0.25,9,0,0,1809.56,构造筋230.27,0.00,0.00,22,0,0,4423.36,FI=18,受力筋188.07,1.57,0.25,8,0,0,2035.75,构造筋222.38,0.00,0.00,18,0,0,4580.44,FI=20,受力筋174.34,1.52,0.26,7,0,0,2199.11,构造筋231.59,0.00,0.00,14,0,0,4398.23,FI=22,受力筋168.30,1.50,0.26,6,0,0,2280.80,构造筋223.29,0.00,0.00,12,0,0,4561.59,FI=25,受力筋156.70,1.46,0.26,5,0,0,2454.37,构造筋230.56,0.00,0.00,9,0,0,4417.86,FI=28,受力筋156.40,1.46,0.26,4,0,0,2463.01,构造筋206.78,0.00,0.00,8,0,0,4926.02,FI=32,受力筋159.99,1.49,0.26,3,0,0,2412.74,构造筋211.08,0.00,0.00,6,0,0,4825.49,FI=36,受力筋126.83,1.35,0.26,3,0,0,3053.63,构造筋200.14,0.00,0.00,5,0,0,5089.38,FI=40,受力筋103.08,1.24,0.26,3,0,0,3769.91,构造筋202.64,0.00,0.00,4,0,0,5026.55,下缘/墙外侧,绕X轴方向弯距AM=-218.56(kN*m),绕Y轴方向弯距BM=-128.69(kN*m),Y方向轴力FY=288.05(kN),X方向轴力FX=1018.58(kN),剪力AQ=265.68(kN),M1=2,M2=4,M3=2,M4=4,M5=3钢筋直径钢筋应力砼应力剪应力主筋根箍筋根斜筋根主筋面积钢筋应力砼应力剪应力主筋根箍筋根斜筋根主筋面积(mm)(Mp)(Mp)(Mp)数(根)数(根)数(根)(mm2)(Mp)(Mp)(Mp)数(根)数(根)数(根)(mm2)FI=12,受力筋221.05,1.70,0.28,15,0,0,1696.46,构造筋100000000.00,0.00,0.00,36,0,0,4071.50,FI=14,受力筋221.69,1.70,0.28,11,0,0,1693.32,构造筋228.17,0.00,0.00,29,0,0,4464.20,FI=16,受力筋207.73,1.66,0.28,9,0,0,1809.56,构造筋230.27,0.00,0.00,22,0,0,4423.36,FI=18,受力筋184.93,1.58,0.28,8,0,0,2035.75,构造筋222.38,0.00,0.00,18,0,0,4580.44,FI=20,受力筋171.44,1.53,0.28,7,0,0,2199.11,构造筋231.59,0.00,0.00,14,0,0,4398.23,FI=22,受力筋165.50,1.51,0.28,6,0,0,2280.80,构造筋223.29,0.00,0.00,12,0,0,4561.59,FI=25,受力筋154.10,1.46,0.29,5,0,0,2454.37,构造筋230.56,0.00,0.00,9,0,0,4417.86,FI=28,受力筋153.81,1.47,0.29,4,0,0,2463.01,构造筋206.78,0.00,0.00,8,0,0,4926.02,FI=32,受力筋157.33,1.49,0.29,3,0,0,2412.74,构造筋211.08,0.00,0.00,6,0,0,4825.49,FI=36,受力筋124.73,1.35,0.29,3,0,0,3053.63,构造筋200.14,0.00,0.00,5,0,0,5089.38,FI=40,受受力筋1001.38,,1.224,00.29,3,,00,0,37699.91,构造筋2002.64,,0.000,00.00,4,,00,0,50266.55,--控制截面序号号i=11----单元顺序序号j=4上缘/墙内侧,绕绕X轴方向弯距距AM=3002.21((kN*m)),绕Y轴方向弯距距BM=1776.15((kN*m)),Y方向轴轴力FY=--82.922(kN),,X方向轴轴力FX=3395.333(kN),,剪力AQ=1446.33((kN),M1=4,,M2=44,M3==3,M44=2,MM5=3钢筋直径钢筋应力力砼应力剪应力力主筋根箍筋根根斜筋根主筋面面积钢筋应力力砼应力剪应力力主筋根箍筋根根斜筋根主筋面面积(mm)(Mp))(Mp)(Mpp)数(根)数(根)数(根)((mm2)(MMp)(Mpp)((Mp)数(根)数(根)数(根)((mm2)FI=12,受受力筋2110.53,,3.661,00.16,14,,00,0,15833.36,构造筋2332.54,,0.000,00.00,14,,00,0,15833.36,FI=14,受受力筋1886.79,,3.444,00.16,10,,00,0,15399.38,构造筋2117.87,,0.000,00.00,11,,00,0,16933.32,FI=16,受受力筋1779.29,,3.339,00.16,8,,00,0,16088.50,构造筋2004.27,,0.000,00.00,9,,00,0,18099.56,FI=18,受受力筋1662.80,,3.226,00.16,7,,00,0,17811.28,构造筋1881.94,,0.000,00.00,8,,00,0,20355.75,FI=20,受受力筋1554.41,,3.119,00.16,6,,00,0,18844.96,构造筋1668.76,,0.000,00.00,7,,00,0,21999.11,FI=22,受受力筋1553.35,,3.118,00.16,5,,00,0,19000.66,构造筋1663.04,,0.000,00.00,6,,00,0,22800.80,FI=25,受受力筋1448.90,,3.115,00.16,4,,00,0,19633.50,构造筋1551.97,,0.000,00.00,5,,00,0,24544.37,FI=28,受受力筋1220.23,,2.889,00.16,4,,00,0,24633.01,构造筋1551.89,,0.000,00.00,4,,00,0,24633.01,FI=32,受受力筋1222.86,,2.993,00.16,3,,00,0,24122.74,构造筋1555.69,,0.000,00.00,3,,00,0,24122.74,FI=36,受受力筋998.51,,2.669,00.16,3,,00,0,30533.63,构造筋1223.52,,0.000,00.00,3,,00,0,30533.63,FI=40,受受力筋1118.68,,2.990,00.16,2,,00,0,25133.27,构造筋1000.47,,0.000,00.00,3,,00,0,37699.91,下缘/墙外侧,绕绕X轴方向弯距距AM=-883.65((kN*m)),绕Y轴方向弯距距BM=-334.74((kN*m)),Y方向轴轴力FY=--82.922(kN),,X方向轴轴力FX=3395.333(kN),,剪力AQ=2550.70((kN),M1=4,,M2=44,M3==2,M44=2,MM5=3钢筋直径钢筋应力力砼应力剪应力力主筋根箍筋根根斜筋根主筋面面积钢筋应力力砼应力剪应力力主筋根箍筋根根斜筋根主筋面面积(mm)(Mp))(Mp)(Mpp)数(根)数(根)数(根)((mm2)(MMp)(Mpp)((Mp)数(根)数(根)数(根)((mm2)FI=12,受受力筋1006.15,,1.550,00.26,14,,00,0,15833.36,构造筋2333.03,,0.000,00.00,15,,00,0,16966.46,FI=14,受受力筋1004.24,,1.449,00.26,10,,00,0,15399.38,构造筋2114.01,,0.000,00.00,12,,00,0,18477.26,FI=16,受受力筋881.54,,1.334,00.26,8,,00,0,16088.50,构造筋1996.62,,0.000,00.00,10,,00,0,20100.62,FI=18,受受力筋995.45,,1.444,00.26,6,,00,0,15266.81,构造筋1994.19,,0.000,00.00,8,,00,0,20355.75,FI=20,受受力筋778.68,,1.333,00.26,5,,00,0,15700.80,构造筋1779.77,,0.000,00.00,7,,00,0,21999.11,FI=22,受受力筋666.13,,1.223,00.26,4,,00,0,15200.53,构造筋1773.33,,0.000,00.00,6,,00,0,22800.80,FI=25,受受力筋552.48,,1.112,00.26,3,,00,0,14722.62,构造筋1661.07,,0.000,00.00,5,,00,0,24544.37,FI=28,受受力筋880.45,,1.334,00.26,3,,00,0,18477.26,构造筋1660.51,,0.000,00.00,4,,00,0,24633.01,FI=32,受受力筋663.11,,1.221,00.26,2,,00,0,16088.50,构造筋1663.85,,0.000,00.00,3,,00,0,24122.74,FI=36,受受力筋551.04,,1.111,00.26,2,,00,0,20355.75,构造筋1229.46,,0.000,00.00,3,,00,0,30533.63,FI=40,受受力筋442.27,,1.003,00.26,1,,00,0,12566.64,构造筋1004.87,,0.000,00.00,3,,00,0,37699.91,--控制截面序号号i=22----单元顺序序号j=1上缘/墙内侧,绕绕X轴方向弯距距AM=4..49(kNN*m),绕Y轴方向弯距距BM=611.46(kkN*m),,Y方向轴轴力FY=--33.033(kN),,X方向轴轴力FX=1184.244(kN),,剪力AQ=338.81((kN),M1=4,,M2=44,M3==3,M44=1,MM5=3钢筋直径钢筋应力力砼应力剪应力力主筋根箍筋根根斜筋根主筋面面积钢筋应力力砼应力剪应力力主筋根箍筋根根斜筋根主筋面面积(mm)(Mp))(Mp)(Mpp)数(根)数(根)数(根)((mm2)(MMp)(Mpp)((Mp)数(根)数(根)数(根)((mm2)FI=12,受受力筋1.20,,0.009,00.06,10,,00,0,11300.97,构造筋1669.71,,0.000,00.00,10,,00,0,11300.97,FI=14,受受力筋1.20,,0.009,00.06,8,,00,0,12311.50,构造筋1777.98,,0.007,00.00,8,,00,0,12311.50,FI=16,受受力筋1.20,,0.009,00.06,6,,00,0,12066.37,构造筋1660.15,,0.111,00.00,6,,00,0,12066.37,FI=18,受受力筋1.19,,0.009,00.06,5,,00,0,12722.35,构造筋1552.97,,0.114,00.00,5,,00,0,12722.35,FI=20,受受力筋1.19,,0.009,00.06,4,,00,0,12566.64,构造筋1556.03,,0.117,00.00,4,,00,0,12566.64,FI=22,受受力筋1.19,,0.009,00.06,3,,00,0,11400.40,构造筋1229.93,,0.118,00.00,4,,00,0,15200.53,FI=25,受受力筋1.18,,0.009,00.06,2,,00,0,9811.75,构造筋1335.68,,0.221,00.00,3,,00,0,14722.62,FI=28,受受力筋1.18,,0.009,00.06,2,,00,0,12311.50,构造筋1009.43,,0.221,00.00,3,,00,0,18477.26,FI=32,受受力筋1.17,,0.009,00.06,1,,00,0,8044.25,构造筋1227.61,,0.226,00.00,2,,00,0,16088.50,FI=36,受受力筋1.16,,0.008,00.06,1,,00,0,10177.88,构造筋1002.46,,0.226,00.00,2,,00,0,20355.75,FI=40,受受力筋1.15,,0.008,00.06,1,,00,0,12566.64,构造筋884.38,,0.226,00.00,2,,00,0,25133.27,下缘/墙外侧,绕绕X轴方向弯距距AM=-2234.377(kN*mm),绕Y轴方向弯距距BM=-1104.200(kN*mm),Y方向轴轴力FY=--12.800(kN),,X方向轴轴力FX=1186.499(kN),,剪力AQ=778.24((kN),M1=2,,M2=22,M3==1,M44=2,MM5=4钢筋直径钢筋应力力砼应力剪应力力主筋根箍筋根根斜筋根主筋面面积钢筋应力力砼应力剪应力力主筋根箍筋根根斜筋根主筋面面积(mm)(Mp))(Mp)(Mpp)数(根)数(根)数(根)((mm2)(MMp)(Mpp)((Mp)数(根)数(根)数(根)((mm2)FI=12,受受力筋2119.24,,4.330,00.12,14,,00,0,15833.36,构造筋2005.54,,1.662,00.00,11,,00,0,12444.07,FI=14,受受力筋2005.77,,4.119,00.12,11,,00,0,16933.32,构造筋1886.12,,1.556,00.00,9,,00,0,13855.44,FI=16,受受力筋1993.28,,4.009,00.12,9,,00,0,18099.56,构造筋1884.66,,1.557,00.00,7,,00,0,14077.43,FI=18,受受力筋1996.52,,4.113,00.12,7,,00,0,17811.28,构造筋1771.66,,1.553,00.00,6,,00,0,15266.81,FI=20,受受力筋1886.36,,4.005,00.12,6,,00,0,18844.96,构造筋1668.22,,1.553,00.00,5,,00,0,15700.80,FI=22,受受力筋1555.37,,3.777,00.12,6,,00,0,22800.80,构造筋1440.37,,1.442,00.00,5,,00,0,19000.66,FI=25,受受力筋1445.13,,3.668,00.12,5,,00,0,24544.37,构造筋1337.59,,1.442,00.00,4,,00,0,19633.50,FI=28,受受力筋1444.96,,3.668,00.12,4,,00,0,24633.01,构造筋1447.95,,1.448,00.00,3,,00,0,18477.26,FI=32,受受力筋1448.29,,3.773,00.12,3,,00,0,24122.74,构造筋1115.53,,1.335,00.00,3,,00,0,24122.74,FI=36,受受力筋1118.72,,3.443,00.12,3,,00,0,30533.63,构造筋1338.93,,1.449,00.00,2,,00,0,20355.75,FI=40,受受力筋1443.45,,3.771,00.12,2,,00,0,25133.27,构造筋1114.81,,1.339,00.00,2,,00,0,25133.27,--控制截面序号号i=22----单元顺序序号j=2上缘/墙内侧,绕绕X轴方向弯距距AM=255.29(kkN*m),,绕Y轴方向弯距距BM=755.79(kkN*m),,Y方向轴轴力FY=5512.755(kN),,X方向轴轴力FX=6617.077(kN),,剪力AQ=664.42((kN),M1=4,,M2=44,M3==2,M44=3,MM5=3钢筋直径钢筋应力力砼应力剪应力力主筋根箍筋根根斜筋根主筋面面积钢筋应力力砼应力剪应力力主筋根箍筋根根斜筋根主筋面面积(mm)(Mp))(Mp)(Mpp)数(根)数(根)数(根)((mm2)(MMp)(Mpp)((Mp)数(根)数(根)数(根)((mm2)FI=12,受受力筋2226.69,,0.000,00.12,20,,00,0,22611.95,构造筋2333.37,,0.000,00.00,15,,00,0,16966.46,FI=14,受受力筋2222.06,,0.000,00.12,15,,00,0,23099.07,构造筋2114.76,,0.000,00.00,12,,00,0,18477.26,FI=16,受受力筋2331.84,,0.000,00.12,11,,00,0,22111.68,构造筋1997.71,,0.000,00.00,10,,00,0,20100.62,FI=18,受受力筋2223.89,,0.000,00.12,9,,00,0,22900.22,构造筋1995.67,,0.000,00.00,8,,00,0,20355.75,FI=20,受受力筋2004.02,,0.000,00.12,8,,00,0,25133.27,构造筋1881.51,,0.000,00.00,7,,00,0,21999.11,FI=22,受受力筋1992.70,,0.000,00.12,7,,00,0,26600.93,构造筋1775.38,,0.000,00.00,6,,00,0,22800.80,FI=25,受受力筋1774.09,,0.000,00.12,6,,00,0,29455.24,构造筋1663.49,,0.000,00.00,5,,00,0,24544.37,FI=28,受受力筋1666.54,,0.000,00.12,5,,00,0,30788.76,构造筋1663.44,,0.000,00.00,4,,00,0,24633.01,FI=32,受受力筋1559.39,,0.000,00.12,4,,00,0,32166.99,构造筋1225.67,,0.000,00.00,4,,00,0,32166.99,FI=36,受受力筋1667.92,,0.000,00.12,3,,00,0,30533.63,构造筋1332.97,,0.000,00.00,3,,00,0,30533.63,FI=40,受受力筋1336.01,,0.000,00.12,3,,00,0,37699.91,构造筋1008.18,,0.000,00.00,3,,00,0,37699.91,下缘/墙外侧,绕绕X轴方向弯距距AM=-3366.800(kN*mm),绕Y轴方向弯距距BM=-3308.799(kN*mm),Y方向轴轴力FY=5505.733(kN),,X方向轴轴力FX=6619.199(kN),,剪力AQ=2555.64((kN),M1=2,,M2=22,M3==1,M44=4,MM5=4钢筋直径钢筋应力力砼应力剪应力力主筋根箍筋根根斜筋根主筋面面积钢筋应力力砼应力剪应力力主筋根箍筋根根斜筋根主筋面面积(mm)(Mp))(Mp)(Mpp)数(根)数(根)数(根)((mm2)(MMp)(Mpp)((Mp)数(根)数(根)数(根)((mm2)FI=12,受受力筋2227.94,,3.994,00.39,31,,00,0,35066.02,构造筋2227.59,,2.777,00.00,31,,00,0,35066.02,FI=14,受受力筋2226.08,,3.994,00.39,23,,00,0,35400.57,构造筋2227.21,,2.779,00.00,23,,00,0,35400.57,FI=16,受受力筋2221.57,,3.992,00.39,18,,00,0,36199.11,构造筋2224.14,,2.880,00.00,18,,00,0,36199.11,FI=18,受受力筋2225.38,,3.996,00.39,14,,00,0,35622.57,构造筋2229.53,,2.885,00.00,14,,00,0,35622.57,FI=20,受受力筋2332.60,,4.002,00.39,11,,00,0,34555.75,构造筋2118.83,,2.881,00.00,12,,00,0,37699.91,FI=22,受受力筋2112.03,,3.888,00.39,10,,00,0,38011.33,构造筋2118.85,,2.884,00.00,10,,00,0,38011.33,FI=25,受受力筋2005.80,,3.885,00.39,8,,00,0,39266.99,构造筋2114.61,,2.885,00.00,8,,00,0,39266.99,FI=28,受受力筋2119.07,,3.997,00.39,6,,00,0,36944.51,构造筋1998.27,,2.779,00.00,7,,00,0,43100.27,FI=32,受受力筋2002.11,,3.886,00.40,5,,00,0,40211.24,构造筋1880.49,,2.773,00.00,6,,00,0,48255.49,FI=36,受受力筋1660.72,,3.554,00.40,5,,00,0,50899.38,构造筋1774.34,,2.774,00.00,5,,00,0,50899.38,FI=40,受受力筋1663.20,,3.558,00.40,4,,00,0,50266.55,构造筋1779.66,,2.883,00.00,4,,00,0,50266.55,--控制截面序号号i=22----单元顺序序号j=3上缘/墙内侧,绕绕X轴方向弯距距AM=1223.25((kN*m)),绕Y轴方向弯距距BM=777.45(kkN*m),,Y方向轴轴力FY=2276.300(kN),,X方向轴轴力FX=4404.677(kN),,剪力AQ=2662.35((kN),M1=4,,M2=44,M3==2,M44=4,MM5=3钢筋直径钢筋应力力砼应力剪应力力主筋根箍筋根根斜筋根主筋面面积钢筋应力力砼应力剪应力力主筋根箍筋根根斜筋根主筋面面积(mm)(Mp))(Mp)(Mpp)数(根)数(根)数(根)((mm2)(MMp)(Mpp)((Mp)数(根)数(根)数(根)((mm2)FI=12,受受力筋2117.89,,1.339,00.38,13,,00,0,14700.27,构造筋2003.10,,0.000,00.00,13,,00,0,14700.27,FI=14,受受力筋2008.43,,1.337,00.38,10,,00,0,15399.38,构造筋1994.43,,0.000,00.00,10,,00,0,15399.38,FI=16,受受力筋1999.78,,1.335,00.38,8,,00,0,16088.50,构造筋1886.51,,0.000,00.00,8,,00,0,16088.50,FI=18,受受力筋1880.70,,1.330,00.38,7,,00,0,17811.28,构造筋1668.82,,0.000,00.00,7,,00,0,17811.28,FI=20,受受力筋1771.03,,1.227,00.38,6,,00,0,18844.96,构造筋1559.91,,0.000,00.00,6,,00,0,18844.96,FI=22,受受力筋1669.87,,1.228,00.38,5,,00,0,19000.66,构造筋1558.97,,0.000,00.00,5,,00,0,19000.66,FI=25,受受力筋1664.81,,1.227,00.38,4,,00,0,19633.50,构造筋1554.43,,0.000,00.00,4,,00,0,19633.50,FI=28,受受力筋1331.75,,1.116,00.39,4,,00,0,24633.01,构造筋1223.56,,0.000,00.00,4,,00,0,24633.01,FI=32,受受力筋1334.89,,1.118,00.39,3,,00,0,24122.74,构造筋1226.75,,0.000,00.00,3,,00,0,24122.74,FI=36,受受力筋1006.97,,1.008,00.39,3,,00,0,30533.63,构造筋1000.65,,0.000,00.00,3,,00,0,30533.63,FI=40,受受力筋1330.28,,1.119,00.39,2,,00,0,25133.27,构造筋1222.90,,0.000,00.00,2,,00,0,25133.27,下缘/墙外侧,绕绕X轴方向弯距距AM=-4415.333(kN*mm),绕Y轴方向弯距距BM=-2259.511(kN*mm),Y方向轴轴力FY=2266.111(kN),,X方向轴轴力FX=4402.777(kN),,剪力AQ=2225.34((kN),M1=2,,M2=22,M3==2,M44=4,MM5=4钢筋直径钢筋应力力砼应力剪应力力主筋根箍筋根根斜筋根主筋面面积钢筋应力力砼应力剪应力力主筋根箍筋根根斜筋根主筋面面积(mm)(Mp))(Mp)(Mpp)数(根)数(根)数(根)((mm2)(MMp)(Mpp)((Mp)数(根)数(根)数(根)((mm2)FI=12,受受力筋2331.42,,5.332,00.35,29,,00,0,32799.82,构造筋2333.97,,3.114,00.00,23,,00,0,26011.24,FI=14,受受力筋2224.65,,5.227,00.35,22,,00,0,33866.64,构造筋2221.59,,3.009,00.00,18,,00,0,27700.88,FI=16,受受力筋2222.97,,5.226,00.35,17,,00,0,34188.05,构造筋2119.95,,3.110,00.00,14,,00,0,28144.87,FI=18,受受力筋2330.52,,5.334,00.35,13,,00,0,33088.10,构造筋2222.98,,3.114,00.00,11,,00,0,27999.16,FI=20,受受力筋2221.26,,5.227,00.35,11,,00,0,34555.75,构造筋2222.61,,3.116,00.00,9,,00,0,28277.43,FI=22,受受力筋2223.77,,5.330,00.35,9,,00,0,34211.19,构造筋2008.91,,3.110,00.00,8,,00,0,30411.06,FI=25,受受力筋2223.32,,5.332,00.35,7,,00,0,34366.12,构造筋1887.60,,2.999,00.00,7,,00,0,34366.12,FI=28,受受力筋2008.59,,5.119,00.35,6,,00,0,36944.51,构造筋1776.96,,2.995,00.00,6,,00,0,36944.51,FI=32,受受力筋1992.68,,5.005,00.35,5,,00,0,40211.24,构造筋1665.70,,2.991,00.00,5,,00,0,40211.24,FI=36,受受力筋1990.95,,5.006,00.35,4,,00,0,40711.50,构造筋1666.61,,2.996,00.00,4,,00,0,40711.50,FI=40,受受力筋1556.14,,4.770,00.36,4,,00,0,50266.55,构造筋1338.10,,2.779,00.00,4,,00,0,50266.55,--控制截面序号号i=22----单元顺序序号j=4上缘/墙内侧,绕绕X轴方向弯距距AM=411.24(kkN*m),,绕Y轴方向弯距距BM=1332.53((kN*m)),Y方向轴轴力FY=--71.099(kN),,X方向轴轴力FX=1113.711(kN),,剪力AQ=1557.46((kN),M1=4,,M2=44,M3==3,M44=2,MM5=4钢筋直径钢筋应力力砼应力剪应力力主筋根箍筋根根斜筋根主筋面面积钢筋应力力砼应力剪应力力主筋根箍筋根根斜筋根主筋面面积(mm)(Mp))(Mp)(Mpp)数(根)数(根)数(根)((mm2)(MMp)(Mpp)((Mp)数(根)数(根)数(根)((mm2)FI=12,受受力筋774