鋼管與法蘭板焊縫驗(yàn)算,,,,,,,,,,As,設(shè)計(jì)值,,,設(shè)計(jì)值,,As,d1,,,b/a,a,,

法蘭外徑,法蘭厚,螺栓,螺栓數(shù)量,位置,等級,鋼管外徑,鋼管壁厚,焊縫高度,,,Q345,Q235,,8.8,10.9,,,,,0.3,0.027,,

370,20,20,8,280,Q235,140,8,8,,1.57,48.67,33.8,M16,80.00,100.00,150.330756,13.835,,,0.35,0.036,,

內(nèi)力名稱,,軸力,剪力1-2,彎矩1-2,剪力1-3,彎矩1-3,加勁板,加勁板高,加勁板寬,1.92,56.64,39.4,M18,112.00,130.00,210.6226991,16.376,,,0.4,0.044,,

內(nèi)力數(shù)值,,-27.469,10.297,2.241,-2.007,-0.364,10,150,110,2.45,72.275,50.2,M20,125.00,155.00,234.8985975,17.294,,,0.45,0.052,,

,,,,,,,,,,3.03,89.385,62.1,M22,150.00,190.00,292.370845,19.294,,,0.5,0.060,,

加勁板焊縫高,,加勁板切角,,加勁板焊接面數(shù),,,,,,3.53,104.135,72.4,M24,175.00,225.00,338.2279022,20.752,,,0.55,0.068,,

8,,20,,2,,,,,,4.59,135.405,94.1,M27,230.00,290.00,443.0878932,23.752,,,0.6,0.075,,

,,,,,,,,,,5.61,165.495,115.0,M30,280.00,355.00,539.5810581,26.211,,,0.65,0.081,,

,,,,,,,,,,8.17,216.505,167.5,M36,393.00,510.00,787.7449746,31.67,,,0.7,0.087,,

,,,,,,,,,,9.76,258.64,200.1,M39,532.00,700.00,1065.640856,36.835,,,0.75,0.092,,

,,,,,,,,,,11.21,297.065,224.2,M42,541.00,710.00,1082.719652,37.129,,,0.8,0.097,,

,,,,,,,,,,13.06,346.09,261.2,M45,632.00,830.00,1264.754372,40.129,,,0.85,0.101,,

,,,,,,,,,,14.73,390.345,294.6,M48,712.00,940.00,1424.438194,42.587,,,0.9,0.105,,

,,,,,,,,,,17.58,465.87,351.6,M52,852.00,1120.00,1704.58634,46.587,,,0.95,0.109,,

,,,,,,,,,,,,,,,,軸力,彎矩,,,1,0.112,,

,,,,,,,,,,,螺栓角度,50.2,,,,3.43,2.27,,,1.1,0.117,,

鋼柱拼接法蘭節(jié)點(diǎn)驗(yàn)算：(應(yīng)力:N/mm2),,,,,,,,,,,0.39270,,,與圓心之間距離,圓心角,力臂,,力臂平方,,1.2,0.121,,

幾何尺寸,法蘭外徑,法蘭厚,螺栓,螺栓數(shù)量,位置,等級,,,,弦長/2,角度,面積,,,,,力矩,,,1.3,0.124,,

,370,20,20,8,280,Q235,,,,171.245,1.183,28492.5247,Y1,0.129,1.702,0.199,0.45,0.040,0.660,1.4,0.126,,

,鋼管外徑,鋼管壁厚,焊縫高度,焊縫面積,截面抵抗矩,回轉(zhuǎn)軸,,,,剪力,剪應(yīng)力,正應(yīng)力,Y2,0.054,0.916,0.124,0.28,0.015,0.000,1.5,0.128,,

,140,8,8,3719.6,130950.9,70,,,,10.491,4.029,38.968,Y3,-0.054,0.131,0.016,0.04,0.000,0.000,1.75,0.130,,

內(nèi)力名稱,,軸力,剪力1-2,彎矩1-2,剪力1-3,彎矩1-3,,,,最大應(yīng)力,角度max,安全系數(shù),Y4,-0.129,-0.654,0.000,0.00,0.000,0.000,2,0.132,,

鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范,,-27.469,10.297,2.241,-2.007,-0.364,,,,39.588,2.094,5.178,Y5,-0.129,-1.440,0.000,0.00,0.000,0.000,>2,0.133,,

最大螺栓拉力：(M×Yi)/(m×Σyi2)-N/n=,,,,0.660,安全系數(shù):,76.1,,,,螺栓拉力,2,3,Y6,-0.054,-2.225,0.000,0.00,0.000,0.000,,,,

鋼管與法蘭板焊縫的最大焊縫應(yīng)力(N/mm2)：,,,,39.59,安全系數(shù):,5.2,,,,50.2,50.2,3,Y7,0.054,-3.011,0.000,0.00,0.000,0.000,,,,

法蘭板驗(yàn)算：,法蘭板壓力區(qū)應(yīng)力驗(yàn)算,,,螺栓拉力下法蘭板應(yīng)力驗(yàn)算,,,,,,La,a,b,Y8,0.129,-3.796,0.000,0.00,0.000,0.000,,,,

,壓力,應(yīng)力,應(yīng)力比,拉力,應(yīng)力,應(yīng)力比,,,,59.34,97.15,110.00,Y9,0.129,-4.581,0.000,0.00,0.000,0.000,,σ=M×Z/Iz,,

,0.964,19.37,10.6,0.26,1.7,119.1,,,,La1,b/a,α,Y10,0.054,-5.367,0.000,0.00,0.000,0.000,,,,

加勁板焊縫驗(yàn)算：,法蘭板端焊縫應(yīng)力驗(yàn)算,,,鋼管上焊縫應(yīng)力驗(yàn)算,,,,,,70.00,1.132,0.118,Y11,-0.054,-6.152,0.000,0.00,0.000,0.000,,抗剪8.8,145.6371305,

,焊縫高,焊縫長,力,焊縫長,彎矩值,正應(yīng)力,,,,插值：,1.1,1.2,Y12,-0.129,-6.938,0.000,0.00,0.000,0.000,,抗剪10.9,182.0464131,

,8,78.8,0.528,118.8,0.052,1.98,,,,,0.117,0.121,,,,,Σyi2,0.055,0.660,,,,

,焊接面數(shù),應(yīng)力,應(yīng)力比,剪應(yīng)力,應(yīng)力,應(yīng)力比,,,,壓力,Mmax,σ,拉力,σ,,,,N,0.660,,,,

,2,0.60,626.8,0.40,2.10,97.8,,,,0.96407743,1291.63,19.37,0.264015158,1.7,,,,,0.7,,,,

抗剪驗(yàn)算,剪力,摩擦系數(shù),預(yù)壓力,摩擦力,安全系數(shù),法蘭節(jié)點(diǎn)安全,,,,安全系數(shù):,,10.6,,119.1,,,,,,,,,

,10.49,0.4,401.8,155.6,14.84,,,,,,,,,,,,,,,,,,

,,,,,,,,,,法蘭板面積,,抵抗矩,,壓力,安全系數(shù):,,Mmax,σ,,,,,

,,,,,,,,,,92127.1,,4870926.091,,0.8,15.6,,875.7020169,13.13553025,,,,,

鋼柱柱腳驗(yàn)算：(應(yīng)力:N/mm2),,,,,,,,,,,,,,,,,,,,,,,

幾何尺寸,法蘭外徑,法蘭厚,螺栓,螺栓數(shù)量,位置,等級,,,,,,,,,,,,,,,,,

,370,20,20,8,280,Q235,,,,Ix,50767356.5,,y1,67.50081922,,,,,,,,,

,鋼管外徑,鋼管壁厚,焊縫高度,焊縫面積,截面抵抗矩,回轉(zhuǎn)軸,,,,rx,42.21111345,,y2,47.49918078,,185,,,,,,,

,140,8,8,3719.6,130950.9,70,,,,W1,752099.8573,,yd,117.4991808,,,,,,,,,

內(nèi)力名稱,,軸力,剪力1-2,彎矩1-2,剪力1-3,彎矩1-3,,,,W2,1068804.886,,,,-2101.104981,,,,,,,,

鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范,,-27.469,10.297,2.241,-2.007,-0.364,,,,P1,-2.6346,-1.568,,-1.57,-31.51657471,,,,,,,,

最大螺栓拉力：(M×Yi)/(m×Σyi2)-N/n=,,,,0.660,應(yīng)力比,76.1,,,,,,,,,,,,,,,,,

鋼管與法蘭板焊縫的最大焊縫應(yīng)力(N/mm2)：,,,,39.59,應(yīng)力比,5.2,,,,,,,,,,,,,,,,,

法蘭板驗(yàn)算：,法蘭板壓力區(qū)應(yīng)力驗(yàn)算,,,螺栓拉力下法蘭板應(yīng)力驗(yàn)算,,,,,,,,,,,,,,,,,,,

,壓力,應(yīng)力,應(yīng)力比,拉力,應(yīng)力,應(yīng)力比,,,,,,,,,,,,,,,,,

,1.568,-31.52,-6.5,0.26,1.7,119.1,,,,,,,,,,,,,,,,,

加勁板焊縫驗(yàn)算：,法蘭板端焊縫應(yīng)力驗(yàn)算,,,鋼管上焊縫應(yīng)力驗(yàn)算,,,,,,,,,,,,,,,,,,,

,焊縫高,焊縫長,力,焊縫長,彎矩值,正應(yīng)力,,,,,,,,,,,,,,,,,

,8,78.8,0.528,118.8,0.052,1.98,,,,,,,,,,,,,,,,,

,焊接面數(shù),應(yīng)力,應(yīng)力比,剪應(yīng)力,應(yīng)力,安全系數(shù),,,,,,,,,,,,,,,,,

,2,0.60,342.6,0.40,2.10,97.8,,,,,,,,,,,,,,,,,

抗剪驗(yàn)算,剪力,摩擦系數(shù),預(yù)壓力,摩擦力,安全系數(shù),鋼柱柱腳安全,,,,,,,,,,,,,,,,,

,10.49,0.2,240.0,48.7,4.64,,,,,,,,,,,,,,,,,,

板下混凝土驗(yàn)算：,,Pnax=,1.568,安全系數(shù),9.25,,,,,,,,,,,,,,,,,,

支撐拉(壓)桿節(jié)點(diǎn)驗(yàn)算：(鉸接支座，應(yīng)力:N/mm2),,,,,,,,,,,,,,,,,,,,,,,

幾何尺寸,板寬B,板高H,板厚,螺栓數(shù)量,螺栓直徑,螺栓孔徑,長孔徑,,,,,,,,,,,,,,,,

,100,200,12,4,16,18,38,,,,,,,,,,,,,,,,

,焊縫高度,螺栓等級,毛截面B,凈截面B,毛截面H,凈截面H,摩擦系數(shù),,,,,,,,,,,,,,,,

,8,8.8,2400,2328,1200,1048,0.4,,,,,,,,,,,,,,,,

最大拉(壓)力,,12.66,正應(yīng)力,5.436,節(jié)點(diǎn)板最大應(yīng)力,,5.451,,,,,,,,,,,,,,,,

最大剪力,,0.247,剪應(yīng)力,0.236,節(jié)點(diǎn)板應(yīng)力比：,,37.6,,,,,,,,,,,,,,,,

節(jié)點(diǎn)板與鋼柱連接焊縫應(yīng)力,,,,3.96,應(yīng)力比：,51.8,,,,,,,,,,,,,,,,,

高強(qiáng)螺栓抗剪驗(yàn)算,,預(yù)壓力,320,應(yīng)力比,9.1,支撐拉(壓)桿節(jié)點(diǎn)安全,,,,,,,,,,,,,,,,,

,,抗剪力,115.2,,,,,,,8.8,80,,,,,,,,,,,,

,,,,,,,,,,10.9,100,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,51.07786358,7.341732283,,,,,,,

加勁板焊縫高,,加勁板切角,,加勁板焊接面數(shù),,,,,,壓力,Mmax,σ,,安全系數(shù):,,,,,,,,,

10,,20,,2,,,,,,0.751,441.90,18.41,,11.1,,,,,,,,,

,,有無加勁,加勁板厚,加勁板高,加勁板寬,,,,,,,,,,,,,,,,,,

,,1,8,200,70,,,,,,,,,,,,,,,,,,

鋼支撐桿（拉桿）拼接法蘭節(jié)點(diǎn)驗(yàn)算：(應(yīng)力:N/mm2),,,,,,,,,,A,y2,y1,,Iy,,,,,8.8,80,,,

幾何尺寸,法蘭外徑,法蘭厚,螺栓,螺栓數(shù)量,位置,等級,,,,42756.2545,86.8,73.2,,39876532.54,,軸力,彎矩,,10.9,100,,,

,320,12,16,8,270,8.8,,,,W1,544676.78,,W2,459467.2329,,-1.31,0.32,,,,,,

,鋼管外徑,鋼管壁厚,焊縫高度,焊縫面積,截面抵抗矩,回轉(zhuǎn)軸,,,,,0.393,,,與圓心之間距離,圓心角,力臂,,力臂平方,,,,,

,219,6,8,5705.1,313133.6,0,,,,,角度,面積,,,,,力矩,,,,,,

內(nèi)力名稱,,軸力,剪力1-2,彎矩1-2,剪力1-3,彎矩1-3,,,,,0.393,0,Y1,0.125,2.749,0.125,0.04,0.016,2.391,,8.8,,

鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范,,10.452,-0.235,-0.296,-0.029,-0.113,,,,剪力,剪應(yīng)力,正應(yīng)力,Y2,0.052,1.963,0.052,0.02,0.003,0.000,,As,d1,抗剪

最大螺栓拉力：(M×Yi)/(m×Σyi2)-N/n=,,,,2.391,安全系數(shù):,21.0,,,,0.237,0.059,4.483,Y3,-0.052,1.178,0.000,0.00,0.000,0.000,,150.330756,13.835,93.20506872

鋼管與法蘭板焊縫的最大焊縫應(yīng)力(N/mm2)：,,,,4.48,安全系數(shù):,83.6,,,,最大應(yīng)力,角度max,安全系數(shù),Y4,-0.125,0.393,0.000,0.00,0.000,0.000,,210.6226991,16.376,130.5860734

法蘭板驗(yàn)算：,法蘭板壓力區(qū)應(yīng)力驗(yàn)算,,,螺栓拉力下法蘭板應(yīng)力驗(yàn)算,,,,,,4.484,3.142,83.625,Y5,-0.125,-0.393,0.000,0.00,0.000,0.000,,234.8985975,17.294,145.6371305

,壓力,應(yīng)力,應(yīng)力比,拉力,應(yīng)力,應(yīng)力比,,,,螺栓拉力,4,1,Y6,-0.052,-1.178,0.000,0.00,0.000,0.000,,292.370845,19.294,181.2699239

,0.751,18.41,11.1,0.96,14.9,13.7,,,,50.2,50.23,1,Y7,0.052,-1.963,0.000,0.00,0.000,0.000,,338.2279022,20.752,209.7012994

加勁板焊縫驗(yàn)算：,法蘭板端焊縫應(yīng)力驗(yàn)算,,,鋼管上焊縫應(yīng)力驗(yàn)算,,,,,,La,a,b,Y8,0.125,-2.749,0.000,0.00,0.000,0.000,,443.0878932,23.752,274.7144938

,焊縫高,焊縫長,力,焊縫長,彎矩值,正應(yīng)力,,,,15.22,95.32,50.50,Y9,0.125,-3.534,0.000,0.00,0.000,0.000,,539.5810581,26.211,334.540256

,10,36,1.913,166,0.107,1.67,,,,La1,b/a,α,Y10,0.052,-4.320,0.000,0.00,0.000,0.000,,,,

,焊接面數(shù),應(yīng)力,應(yīng)力比,剪應(yīng)力,應(yīng)力,應(yīng)力比,,,,25.50,0.530,0.065,Y11,-0.052,-5.105,0.000,0.00,0.000,0.000,,,,

,2,3.79,54.0,0.82,2.19,93.5,,,,插值：,0.5,0.55,Y12,-0.125,-5.890,0.000,0.00,0.000,0.000,,,,

抗剪驗(yàn)算,剪力,摩擦系數(shù),預(yù)壓力,摩擦力,安全系數(shù),法蘭節(jié)點(diǎn)安全,,,,,0.06,0.068,,,,,Σyi2,0.018,2.391,,,,

,0.24,0.4,629.5,230.8,974.81,,,,,壓力,Mmax,σ,拉力,σ,,,,N,2.391,,,,

,,,,,,,,,,0.751,957.50,39.90,0.956256277,14.9,,,,,2.4,,,,

,,,,,,,,,,安全系數(shù):,,5.1,,13.7,,,,,,,,,

懸臂節(jié)點(diǎn)驗(yàn)算,,上、下均為T型截面,,,,,,,,,,,,,9.8,,500.5048028,20.85,,,,,

,,水平桿,寬,高,厚,,,,,法蘭板面積,,抵抗矩,,壓力,安全系數(shù):,,Mmax,σ,,,,,

,,,80,120,6,,,,,42756.3,,2511286.581,,0.4,21.3,,230.9893753,9.62,,,,,

,,斜桿,寬,高,厚,焊縫,,,,,,,,,,,,,,,,,

,,,80,120,6,6,,,,,,,,,,,,,,,,,

,,夾角,28,,,,,,,,,,,,,,,,,,,,

,,支座板厚,20,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,抗拉,,,,8.8,,,,,,,,

懸臂拉(壓)桿節(jié)點(diǎn)驗(yàn)算：(鉸接支座，應(yīng)力:N/mm2),,,,,,,,,,,8.8,10.9,As,d1,抗剪,,,,,,,,

支座板幾何尺寸,根部板寬,外側(cè)板寬,支座板長,加勁板寬,加勁板高,板厚,焊縫高度,,,M16,120.26,150.33,150.330756,13.835,48.10584192,,,,,,,,

,150,130,90,25,50,12,8,,,M18,168.50,210.62,210.6226991,16.376,67.3992637,,,,,,,,

,螺栓數(shù)量,螺栓直徑,螺栓孔徑,孔距,螺栓等級,抗剪力,焊接面數(shù),,,M20,187.92,234.90,234.8985975,17.294,75.16755121,,,,,,,,

,1,20,21,30,8.8,75.2,2,,,M22,233.90,292.37,292.370845,19.294,93.5586704,,,,,,,,

水平桿最大內(nèi)力,,鋼柱一側(cè)水平桿最大內(nèi)力,,,斜桿支承點(diǎn)水平桿最大內(nèi)力,,,,,M24,270.58,338.23,338.2279022,20.752,108.2329287,,,,,,,,

,,軸力,剪力,,軸力,剪力,彎矩,,,M27,354.47,443.09,443.0878932,23.752,141.7881258,,,,,,,,

,,41.458,0.791,,33.910,2.199,-1.654,,,M30,431.66,539.58,539.5810581,26.211,172.6659386,,,,,,,,

斜桿最大內(nèi)力,軸力,剪力,力分解,豎向力,水平力,豎向力引起附加彎矩,,,,,,,,,,,,,,,,,

,-32.24,1.62,,16.566,29.225,0.5798,0.994,,,40,I=,2190816.00,,,,,,,,,,,

螺栓驗(yàn)算,水平桿處螺栓抗剪力,,,150.3,螺栓抗剪應(yīng)力比,,3.63,,,,,,,,,,,,,,,,

,斜桿處螺栓抗剪力,,,150.3,螺栓抗剪應(yīng)力比,,5.14,,,,,,,,,,,,,,,,

水平桿支座板驗(yàn)算,支座板圓孔處凈截面,,2246.7,應(yīng)力,9.23,應(yīng)力比,22.2,,,8.8,175,,,抗剪,75.16755121,,,,,,,,

,支座板焊縫面積,,4800,應(yīng)力,8.64,應(yīng)力比,23.7,,,10.9,210,,,,,,,,,,,,

,加勁板焊縫面積,,280,應(yīng)力,2.83,應(yīng)力比,72.6,,,,,,,查表,,,,,,,,,

斜桿支座板驗(yàn)算,支座板圓孔處凈截面,,2246.7,應(yīng)力,13.01,應(yīng)力比,15.8,,,,λ=,45.44793251,<---,0.878,,fk=,0.7024,f,,,,,

,支座板壓彎強(qiáng)度驗(yàn)算(加勁板外側(cè)),,,正應(yīng)力1,62.85,應(yīng)力比,3.3,,,COSα=,0.882947787,7300.3,,,,,,,,,,,

,支座板壓彎強(qiáng)度驗(yàn)算(根部),,,正應(yīng)力2,69.16,應(yīng)力比,3.0,,,sinα=,0.469471198,,,,,,,,,,,,

,支座板壓、彎、剪驗(yàn)算,,,應(yīng)力1,81.09,應(yīng)力比,2.5,,,,,,,T型焊縫,,,,,,,,,

,,,,應(yīng)力2,69.6,應(yīng)力比,2.9,,,T型截面,y1,15.83,,12.144,,,,,,,,,

,支座板焊縫驗(yàn)算,,,應(yīng)力,57.51,應(yīng)力比,3.6,,,,y2,54.17,,42.17,,,,,,,,,

,,,,,,,,,,,I,837500,,1212778.84,,,,,,,,,

,,,,,,,,,,,W1,52894.7,,148916.9,,,,,,,,,

,,,,,,,,,,,W2,15461.5,,20850.1,,,,,,,,,

,,,,,,,,,,,A,3600,,3200,,,,,,,,,

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懸臂節(jié)點(diǎn)驗(yàn)算,,上T型截面、下Π截面,,,,,,,,,,,,,,,,,,,,,

,,水平桿,寬,高,厚,,,,,,抗剪8.8,172.6659386,,,,,,,,,,,

,,,150,200,10,,,,,,抗剪10.9,215.8324232,,,,,,,,,,,

,,斜桿,寬,高,厚,焊縫,,,,,,,,,,,,,,,,,

,,,150,150,10,6,,,,,,,,,,,,,,,,,

,,夾角,30,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,

懸臂拉(壓)桿節(jié)點(diǎn)驗(yàn)算：(鉸接支座，應(yīng)力:N/mm2),,,,,,,,,,,,,,,,,,,,,,,

水平桿支座板,板長,板寬,切角(度),弧形半徑,板厚,孔徑,孔距,,,COSα=,0.8660