橋梁計算書份T梁箱梁剛構(gòu)拱橋斜拉懸索

原始數(shù)據(jù)：橋交角AF(度)=60正橋?qū)嶋H寬B(mm)=14722框架輪廓斜長L(mm)=10854框架輪廓斜高H(mm)=8600框架頂板厚D1(mm)=700框架底板厚D2(mm)=900框架邊墻斜厚H1(mm)=808框架邊跨頂板梗脅長A1(mm)=1732框架邊跨頂板梗脅高B1(mm)=500框架底板凸臺斜長A3(mm)=0.000000框架底板凸臺高B3(mm)=500板受力筋間距ZB(mm)=150墻受力筋間距ZD(mm)=150凈保護層厚HC(mm)=50頂板底板受力筋布置方式=斜交鋼筋數(shù)量統(tǒng)計方式=全長(Q)受力筋放置=主筋內(nèi)(N)加載情況=雙線加載設(shè)計荷載=公路II級荷載輸入軸重(噸)=0.0000軸力計算方式=算彎矩及軸力剪力計算方式=剪力斜板與框構(gòu)計算選擇=框構(gòu)單線全跨加載點數(shù)=奇數(shù)有限元計算方式=按單元計算計算單筋和雙筋情況=計算雙筋配筋計算方式=按斜交配筋鋼筋容許應(yīng)力(kg/cm2)=1800.0000彎曲受壓混凝土的容許應(yīng)力(kg/cm2)=118無箍筋、斜筋主拉力容許應(yīng)力(kg/cm2)=8.3由混凝土承受的主拉力容許應(yīng)力(kg/cm2)=4.2有箍筋、斜筋主拉力容許應(yīng)力(kg/cm2)=22.5建筑物所在地溫差(度)=15.0000鋼筋與混凝土彈性模量之比=15.0000邊孔汽車及填土均布荷載強度(t/m2)=0.0000地基土的抗力系數(shù)(t/m4)=2000.0000軌底至頂板軸線距離(m)=1.5混凝土彈性模量(t/m2)=3200000.0000混凝土泊桑比=0.2000路基填土的內(nèi)摩擦角系數(shù)=0.2670線上均布荷載重(t/m)=1.4000箍筋直徑(cm)=0.8配筋計算：各控制截面間距，順序為：頂板，底板，豎墻(間距為0.000)(單位：cm)150.690100.460100.460100.460150.690100.460200.9200.0000.0000.000控制截面單元板厚，順序為：頂板，底板，豎墻(單位：cm)105.00078.00070.00070.00090.00090.00090.00070.00070.00070.000--控制截面序號i=1----單元順序號j=1上緣/墻內(nèi)側(cè),繞X軸方向彎距AM=110.13(kN*m),繞Y軸方向彎距BM=124.24(kN*m),Y方向軸力FY=719.39(kN),X方向軸力FX=728.94(kN),剪力AQ=68.55(kN),M1=4,M2=4,M3=3,M4=3,M5=3鋼筋直徑鋼筋應(yīng)力砼應(yīng)力剪應(yīng)力主筋根箍筋根斜筋根主筋面積鋼筋應(yīng)力砼應(yīng)力剪應(yīng)力主筋根箍筋根斜筋根主筋面積(mm)(Mp)(Mp)(Mp)數(shù)(根)數(shù)(根)數(shù)(根)(mm2)(Mp)(Mp)(Mp)數(shù)(根)數(shù)(根)數(shù)(根)(mm2)FI=12,受力筋227.17,0.00,0.10,28,0,0,3166.73,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)造筋128.65,0.00,0.00,3,0,0,3769.91,下緣/墻外側(cè),繞X軸方向彎距AM=-105.74(kN*m),繞Y軸方向彎距BM=-108.38(kN*m),Y方向軸力FY=719.39(kN),X方向軸力FX=728.94(kN),剪力AQ=74.32(kN),M1=4,M2=4,M3=2,M4=3,M5=3鋼筋直徑鋼筋應(yīng)力砼應(yīng)力剪應(yīng)力主筋根箍筋根斜筋根主筋面積鋼筋應(yīng)力砼應(yīng)力剪應(yīng)力主筋根箍筋根斜筋根主筋面積(mm)(Mp)(Mp)(Mp)數(shù)(根)數(shù)(根)數(shù)(根)(mm2)(Mp)(Mp)(Mp)數(shù)(根)數(shù)(根)數(shù)(根)(mm2)FI=12,受力筋227.17,0.00,0.11,28,0,0,3166.73,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)造筋93.13,0.00,0.00,4,0,0,5026.55,--控制截面序號i=1----單元順序號j=2上緣/墻內(nèi)側(cè),繞X軸方向彎距AM=124.68(kN*m),繞Y軸方向彎距BM=90.78(kN*m),Y方向軸力FY=1156.54(kN),X方向軸力FX=1197.87(kN),剪力AQ=106.69(kN),M1=4,M2=4,M3=3,M4=3,M5=3鋼筋直徑鋼筋應(yīng)力砼應(yīng)力剪應(yīng)力主筋根箍筋根斜筋根主筋面積鋼筋應(yīng)力砼應(yīng)力剪應(yīng)力主筋根箍筋根斜筋根主筋面積(mm)(Mp)(Mp)(Mp)數(shù)(根)數(shù)(根)數(shù)(根)(mm2)(Mp)(Mp)(Mp)數(shù)(根)數(shù)(根)數(shù)(根)(mm2)FI=12,受力筋100000000.00,0.00,0.15,36,0,0,4071.50,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)造筋190.65,0.00,0.00,5,0,0,6283.19,下緣/墻外側(cè),繞X軸方向彎距AM=-112.62(kN*m),繞Y軸方向彎距BM=-109.39(kN*m),Y方向軸力FY=1156.54(kN),X方向軸力FX=1197.87(kN),剪力AQ=267.45(kN),M1=4,M2=4,M3=1,M4=3,M5=3鋼筋直徑鋼筋應(yīng)力砼應(yīng)力剪應(yīng)力主筋根箍筋根斜筋根主筋面積鋼筋應(yīng)力砼應(yīng)力剪應(yīng)力主筋根箍筋根斜筋根主筋面積(mm)(Mp)(Mp)(Mp)數(shù)(根)數(shù)(根)數(shù)(根)(mm2)(Mp)(Mp)(Mp)數(shù)(根)數(shù)(根)數(shù)(根)(mm2)FI=12,受力筋100000000.00,0.00,0.38,36,0,0,4071.50,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)造筋190.65,0.00,0.00,5,0,0,6283.19,--控制截面序號i=1----單元順序號j=3上緣/墻內(nèi)側(cè),繞X軸方向彎距AM=220.63(kN*m),繞Y軸方向彎距BM=102.04(kN*m),Y方向軸力FY=296.42(kN),X方向軸力FX=1018.58(kN),剪力AQ=239.28(kN),M1=4,M2=4,M3=2,M4=4,M5=3鋼筋直徑鋼筋應(yīng)力砼應(yīng)力剪應(yīng)力主筋根箍筋根斜筋根主筋面積鋼筋應(yīng)力砼應(yīng)力剪應(yīng)力主筋根箍筋根斜筋根主筋面積(mm)(Mp)(Mp)(Mp)數(shù)(根)數(shù)(根)數(shù)(根)(mm2)(Mp)(Mp)(Mp)數(shù)(根)數(shù)(根)數(shù)(根)(mm2)FI=12,受力筋224.81,1.69,0.25,15,0,0,1696.46,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)造筋202.64,0.00,0.00,4,0,0,5026.55,下緣/墻外側(cè),繞X軸方向彎距AM=-218.56(kN*m),繞Y軸方向彎距BM=-128.69(kN*m),Y方向軸力FY=288.05(kN),X方向軸力FX=1018.58(kN),剪力AQ=265.68(kN),M1=2,M2=4,M3=2,M4=4,M5=3鋼筋直徑鋼筋應(yīng)力砼應(yīng)力剪應(yīng)力主筋根箍筋根斜筋根主筋面積鋼筋應(yīng)力砼應(yīng)力剪應(yīng)力主筋根箍筋根斜筋根主筋面積(mm)(Mp)(Mp)(Mp)數(shù)(根)數(shù)(根)數(shù)(根)(mm2)(Mp)(Mp)(Mp)數(shù)(根)數(shù)(根)數(shù)(根)(mm2)FI=12,受力筋221.05,1.70,0.28,15,0,0,1696.46,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)造筋2002.64,,0.000,00.00,4,,00,0,50266.55,--控制截面序號號i=11----單元順序序號j=4上緣/墻內(nèi)側(cè),繞繞X軸方向彎距距AM=3002.21((kN*m)),繞Y軸方向彎距距BM=1776.15((kN*m)),Y方向軸軸力FY=--82.922(kN),,X方向軸軸力FX=3395.333(kN),,剪力AQ=1446.33((kN),M1=4,,M2=44,M3==3,M44=2,MM5=3鋼筋直徑鋼筋應(yīng)力力砼應(yīng)力剪應(yīng)力力主筋根箍筋根根斜筋根主筋面面積鋼筋應(yīng)力力砼應(yīng)力剪應(yīng)力力主筋根箍筋根根斜筋根主筋面面積(mm)(Mp))(Mp)(Mpp)數(shù)(根)數(shù)(根)數(shù)(根)((mm2)(MMp)(Mpp)((Mp)數(shù)(根)數(shù)(根)數(shù)(根)((mm2)FI=12,受受力筋2110.53,,3.661,00.16,14,,00,0,15833.36,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)造筋1000.47,,0.000,00.00,3,,00,0,37699.91,下緣/墻外側(cè),繞繞X軸方向彎距距AM=-883.65((kN*m)),繞Y軸方向彎距距BM=-334.74((kN*m)),Y方向軸軸力FY=--82.922(kN),,X方向軸軸力FX=3395.333(kN),,剪力AQ=2550.70((kN),M1=4,,M2=44,M3==2,M44=2,MM5=3鋼筋直徑鋼筋應(yīng)力力砼應(yīng)力剪應(yīng)力力主筋根箍筋根根斜筋根主筋面面積鋼筋應(yīng)力力砼應(yīng)力剪應(yīng)力力主筋根箍筋根根斜筋根主筋面面積(mm)(Mp))(Mp)(Mpp)數(shù)(根)數(shù)(根)數(shù)(根)((mm2)(MMp)(Mpp)((Mp)數(shù)(根)數(shù)(根)數(shù)(根)((mm2)FI=12,受受力筋1006.15,,1.550,00.26,14,,00,0,15833.36,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)造筋1004.87,,0.000,00.00,3,,00,0,37699.91,--控制截面序號號i=22----單元順序序號j=1上緣/墻內(nèi)側(cè),繞繞X軸方向彎距距AM=4..49(kNN*m),繞Y軸方向彎距距BM=611.46(kkN*m),,Y方向軸軸力FY=--33.033(kN),,X方向軸軸力FX=1184.244(kN),,剪力AQ=338.81((kN),M1=4,,M2=44,M3==3,M44=1,MM5=3鋼筋直徑鋼筋應(yīng)力力砼應(yīng)力剪應(yīng)力力主筋根箍筋根根斜筋根主筋面面積鋼筋應(yīng)力力砼應(yīng)力剪應(yīng)力力主筋根箍筋根根斜筋根主筋面面積(mm)(Mp))(Mp)(Mpp)數(shù)(根)數(shù)(根)數(shù)(根)((mm2)(MMp)(Mpp)((Mp)數(shù)(根)數(shù)(根)數(shù)(根)((mm2)FI=12,受受力筋1.20,,0.009,00.06,10,,00,0,11300.97,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)造筋884.38,,0.226,00.00,2,,00,0,25133.27,下緣/墻外側(cè),繞繞X軸方向彎距距AM=-2234.377(kN*mm),繞Y軸方向彎距距BM=-1104.200(kN*mm),Y方向軸軸力FY=--12.800(kN),,X方向軸軸力FX=1186.499(kN),,剪力AQ=778.24((kN),M1=2,,M2=22,M3==1,M44=2,MM5=4鋼筋直徑鋼筋應(yīng)力力砼應(yīng)力剪應(yīng)力力主筋根箍筋根根斜筋根主筋面面積鋼筋應(yīng)力力砼應(yīng)力剪應(yīng)力力主筋根箍筋根根斜筋根主筋面面積(mm)(Mp))(Mp)(Mpp)數(shù)(根)數(shù)(根)數(shù)(根)((mm2)(MMp)(Mpp)((Mp)數(shù)(根)數(shù)(根)數(shù)(根)((mm2)FI=12,受受力筋2119.24,,4.330,00.12,14,,00,0,15833.36,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)造筋1114.81,,1.339,00.00,2,,00,0,25133.27,--控制截面序號號i=22----單元順序序號j=2上緣/墻內(nèi)側(cè),繞繞X軸方向彎距距AM=255.29(kkN*m),,繞Y軸方向彎距距BM=755.79(kkN*m),,Y方向軸軸力FY=5512.755(kN),,X方向軸軸力FX=6617.077(kN),,剪力AQ=664.42((kN),M1=4,,M2=44,M3==2,M44=3,MM5=3鋼筋直徑鋼筋應(yīng)力力砼應(yīng)力剪應(yīng)力力主筋根箍筋根根斜筋根主筋面面積鋼筋應(yīng)力力砼應(yīng)力剪應(yīng)力力主筋根箍筋根根斜筋根主筋面面積(mm)(Mp))(Mp)(Mpp)數(shù)(根)數(shù)(根)數(shù)(根)((mm2)(MMp)(Mpp)((Mp)數(shù)(根)數(shù)(根)數(shù)(根)((mm2)FI=12,受受力筋2226.69,,0.000,00.12,20,,00,0,22611.95,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)造筋1008.18,,0.000,00.00,3,,00,0,37699.91,下緣/墻外側(cè),繞繞X軸方向彎距距AM=-3366.800(kN*mm),繞Y軸方向彎距距BM=-3308.799(kN*mm),Y方向軸軸力FY=5505.733(kN),,X方向軸軸力FX=6619.199(kN),,剪力AQ=2555.64((kN),M1=2,,M2=22,M3==1,M44=4,MM5=4鋼筋直徑鋼筋應(yīng)力力砼應(yīng)力剪應(yīng)力力主筋根箍筋根根斜筋根主筋面面積鋼筋應(yīng)力力砼應(yīng)力剪應(yīng)力力主筋根箍筋根根斜筋根主筋面面積(mm)(Mp))(Mp)(Mpp)數(shù)(根)數(shù)(根)數(shù)(根)((mm2)(MMp)(Mpp)((Mp)數(shù)(根)數(shù)(根)數(shù)(根)((mm2)FI=12,受受力筋2227.94,,3.994,00.39,31,,00,0,35066.02,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)造筋1779.66,,2.883,00.00,4,,00,0,50266.55,--控制截面序號號i=22----單元順序序號j=3上緣/墻內(nèi)側(cè),繞繞X軸方向彎距距AM=1223.25((kN*m)),繞Y軸方向彎距距BM=777.45(kkN*m),,Y方向軸軸力FY=2276.300(kN),,X方向軸軸力FX=4404.677(kN),,剪力AQ=2662.35((kN),M1=4,,M2=44,M3==2,M44=4,MM5=3鋼筋直徑鋼筋應(yīng)力力砼應(yīng)力剪應(yīng)力力主筋根箍筋根根斜筋根主筋面面積鋼筋應(yīng)力力砼應(yīng)力剪應(yīng)力力主筋根箍筋根根斜筋根主筋面面積(mm)(Mp))(Mp)(Mpp)數(shù)(根)數(shù)(根)數(shù)(根)((mm2)(MMp)(Mpp)((Mp)數(shù)(根)數(shù)(根)數(shù)(根)((mm2)FI=12,受受力筋2117.89,,1.339,00.38,13,,00,0,14700.27,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)造筋1222.90,,0.000,00.00,2,,00,0,25133.27,下緣/墻外側(cè),繞繞X軸方向彎距距AM=-4415.333(kN*mm),繞Y軸方向彎距距BM=-2259.511(kN*mm),Y方向軸軸力FY=2266.111(kN),,X方向軸軸力FX=4402.777(kN),,剪力AQ=2225.34((kN),M1=2,,M2=22,M3==2,M44=4,MM5=4鋼筋直徑鋼筋應(yīng)力力砼應(yīng)力剪應(yīng)力力主筋根箍筋根根斜筋根主筋面面積鋼筋應(yīng)力力砼應(yīng)力剪應(yīng)力力主筋根箍筋根根斜筋根主筋面面積(mm)(Mp))(Mp)(Mpp)數(shù)(根)數(shù)(根)數(shù)(根)((mm2)(MMp)(Mpp)((Mp)數(shù)(根)數(shù)(根)數(shù)(根)((mm2)FI=12,受受力筋2331.42,,5.332,00.35,29,,00,0,32799.82,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)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,構(gòu)造筋1338.10,,2.779,00.00,4,,00,0,50266.55,--控制截面序號號i=22----單元順序序號j=4上緣/墻內(nèi)側(cè),繞繞X軸方向彎距距AM=411.24(kkN*m),,繞Y軸方向彎距距BM=1332.53((kN*m)),Y方向軸軸力FY=--71.099(kN),,X方向軸軸力FX=1113.711(kN),,剪力AQ=1557.46((kN),M1=4,,M2=44,M3==3,M44=2,MM5=4鋼筋直徑鋼筋應(yīng)力力砼應(yīng)力剪應(yīng)力力主筋根箍筋根根斜筋根主筋面面積鋼筋應(yīng)力力砼應(yīng)力剪應(yīng)力力主筋根箍筋根根斜筋根主筋面面積(mm)(Mp))(Mp)(Mpp)數(shù)(根)數(shù)(根)數(shù)(根)((mm2)(MMp)(Mpp)((Mp)數(shù)(根)數(shù)(根)數(shù)(根)((mm2)FI=12,受受力筋774