玉巖路隧道 聲屏障設(shè)計結(jié)構(gòu)計算書

玉巖路隧道聲屏障設(shè)計結(jié)構(gòu)計算書

目錄25944一、聲屏障剛架計算書 PAGEPAGE6一、聲屏障剛架計算書一、設(shè)計依據(jù)《門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)范》(GB51022-2015)《鋼結(jié)構(gòu)設(shè)計標準》(GB50017-2017)《建筑結(jié)構(gòu)荷載規(guī)范》（GB50009-2012）《建筑抗震設(shè)計規(guī)范》（GB50011-2010）（2016年版）《鋼結(jié)構(gòu)焊接規(guī)范》 （GB50661-2011）《鋼結(jié)構(gòu)高強度螺栓連接技術(shù)規(guī)程》(JGJ82-2011)二、計算簡圖圖一、計算簡圖三、總信息結(jié)構(gòu)類型：門式剛架輕型房屋鋼結(jié)構(gòu)結(jié)構(gòu)重要性系數(shù)：1.00節(jié)點總數(shù)：24柱數(shù)：5梁數(shù)：18支座約束數(shù)：3標準截面總數(shù)：2活荷載計算信息：考慮活荷載不利布置風荷載計算信息：計算風荷載材料：Q235鋼梁柱自重計算信息：柱梁自重都計算恒載作用下柱的軸向變形：考慮梁柱自重計算增大系數(shù)：按恒載分項系數(shù)考慮門式剛架梁平面內(nèi)的整體穩(wěn)定性：驗算柱頂容許水平位移/柱高：1/0搖擺柱對計算長度的影響：考慮四、幾何信息門式剛架所在平面：Y-Z平面各節(jié)點信息如下表：節(jié)點號y坐標(mm)z坐標(mm)x向約束y向約束z向約束繞x軸約束繞y軸約束繞z軸約束101000√√√√√219606490354396560496216643512620670361448067417163406703819339664392352165601027000649011289601000√√√√√12144801000√√√√√1304490142896044901514506413169776209175715890182615479196650012028894500121286995479222838958902327983620924275106413各單元信息如下表：單元號截面名稱長度(mm)面積(mm2)繞強軸慣性矩(x104mm4)繞弱軸慣性矩(x104mm4)繞強軸計算長度系數(shù)繞弱軸計算長度系數(shù)柱1H250~500x200x10x163490858011080963846037213521376.0321.562柱10H400x300x10x165741132803956372031.0001.000柱11H250~500x200x10x163490858011080963846037213521376.4861.562柱17H500x200x10x165161108046037213730.2903.879柱18H500x200x10x165161108046037213730.2903.879梁2H350~500x200x10x1634809580110802054246037213621374.4870.575梁3H350x200x10x16418295802054221363.7340.478梁4H350~500x200x10x1630009580110802054246037213621375.2050.667梁5H500x200x10x161860110804603721378.3951.075梁6H500x200x10x161860110804603721378.3951.075梁7H350~500x200x10x1630009580110802054246037213621375.2050.667梁8H350x200x10x16418295802054221363.7340.478梁9H350~500x200x10x1634809580110802054246037213621374.4870.575梁12H500x200x10x165161108046037213730.2903.879梁13H500x200x10x165161108046037213730.2903.879梁14H500x200x10x165161108046037213730.2903.879梁15H500x200x10x165161108046037213730.2903.879梁16H500x200x10x165161108046037213730.2903.879梁19H500x200x10x165161108046037213730.2903.879梁20H500x200x10x165161108046037213730.2903.879梁21H500x200x10x165161108046037213730.2903.879梁22H500x200x10x165161108046037213730.2903.879梁23H500x200x10x165161108046037213730.2903.879表中：面積和慣性矩的上下行分別指小頭和大頭的值五、荷載與組合1.工況數(shù)值(1).屋面恒載標準值：0.42kN/m2(2).屋面活載標準值：0.50kN/m2(3).雪荷載標準值：0.00kN/m2(4).風荷載規(guī)范：《門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)范》（GB51022-2015）基本風壓：0.50kN/m2建筑類型：封閉式軸線類型：邊柱外緣地面粗糙度：B柱底標高(m)：1.00(5).地震作用規(guī)范：《建筑抗震設(shè)計規(guī)范》（GB50011-2010）（2016年版）地震烈度：7度(0.10g)水平地震影響系數(shù)最大值：0.080計算振型數(shù)：9建筑結(jié)構(gòu)阻尼比：0.040特征周期值（秒）：0.35地震影響：多遇地震場地類別：Ⅱ類地震分組：第一組周期折減系數(shù)：1.00地震力計算方法：振型分解法振型號周期（秒）10.617520.155830.104740.054550.044960.024670.021480.018190.0177(6).溫度作用計算溫差1：15.0度計算溫差2：40.0度2.荷載組合(1)1.30恒載+1.50屋面活載(2)1.30恒載+1.50左風1+1.50縱向風壓1(3)1.30恒載+1.50左風1+1.50縱向風吸1(4)1.30恒載+1.50左風2+1.50縱向風壓1(5)1.30恒載+1.50左風2+1.50縱向風吸1(6)1.30恒載+1.50右風1+1.50縱向風壓1(7)1.30恒載+1.50右風1+1.50縱向風吸1(8)1.30恒載+1.50右風2+1.50縱向風壓1(9)1.30恒載+1.50右風2+1.50縱向風吸1(10)1.30恒載+1.50溫度荷載(11)1.30恒載+1.50溫度荷載(12)1.30恒載+1.50x0.60左風1+1.50屋面活載+1.50x0.60縱向風壓1(13)1.30恒載+1.50x0.60左風1+1.50屋面活載+1.50x0.60縱向風吸1(14)1.30恒載+1.50x0.60左風2+1.50屋面活載+1.50x0.60縱向風壓1(15)1.30恒載+1.50x0.60左風2+1.50屋面活載+1.50x0.60縱向風吸1(16)1.30恒載+1.50x0.60右風1+1.50屋面活載+1.50x0.60縱向風壓1(17)1.30恒載+1.50x0.60右風1+1.50屋面活載+1.50x0.60縱向風吸1(18)1.30恒載+1.50x0.60右風2+1.50屋面活載+1.50x0.60縱向風壓1(19)1.30恒載+1.50x0.60右風2+1.50屋面活載+1.50x0.60縱向風吸1(20)1.30恒載+1.50左風1+1.50x0.70屋面活載+1.50縱向風壓1(21)1.30恒載+1.50左風1+1.50x0.70屋面活載+1.50縱向風吸1(22)1.30恒載+1.50左風2+1.50x0.70屋面活載+1.50縱向風壓1(23)1.30恒載+1.50左風2+1.50x0.70屋面活載+1.50縱向風吸1(24)1.30恒載+1.50右風1+1.50x0.70屋面活載+1.50縱向風壓1(25)1.30恒載+1.50右風1+1.50x0.70屋面活載+1.50縱向風吸1(26)1.30恒載+1.50右風2+1.50x0.70屋面活載+1.50縱向風壓1(27)1.30恒載+1.50右風2+1.50x0.70屋面活載+1.50縱向風吸1(28)1.30恒載+1.50x0.60溫度荷載+1.50屋面活載(29)1.30恒載+1.50x0.60溫度荷載+1.50屋面活載(30)1.30恒載+1.50溫度荷載+1.50x0.70屋面活載(31)1.30恒載+1.50溫度荷載+1.50x0.70屋面活載(32)1.30恒載+1.50左風1+1.50x0.60溫度荷載+1.50縱向風壓1(33)1.30恒載+1.50左風1+1.50x0.60溫度荷載+1.50縱向風吸1(34)1.30恒載+1.50左風1+1.50x0.60溫度荷載+1.50縱向風壓1(35)1.30恒載+1.50左風1+1.50x0.60溫度荷載+1.50縱向風吸1(36)1.30恒載+1.50左風2+1.50x0.60溫度荷載+1.50縱向風壓1(37)1.30恒載+1.50左風2+1.50x0.60溫度荷載+1.50縱向風吸1(38)1.30恒載+1.50左風2+1.50x0.60溫度荷載+1.50縱向風壓1(39)1.30恒載+1.50左風2+1.50x0.60溫度荷載+1.50縱向風吸1(40)1.30恒載+1.50右風1+1.50x0.60溫度荷載+1.50縱向風壓1(41)1.30恒載+1.50右風1+1.50x0.60溫度荷載+1.50縱向風吸1(42)1.30恒載+1.50右風1+1.50x0.60溫度荷載+1.50縱向風壓1(43)1.30恒載+1.50右風1+1.50x0.60溫度荷載+1.50縱向風吸1(44)1.30恒載+1.50右風2+1.50x0.60溫度荷載+1.50縱向風壓1(45)1.30恒載+1.50右風2+1.50x0.60溫度荷載+1.50縱向風吸1(46)1.30恒載+1.50右風2+1.50x0.60溫度荷載+1.50縱向風壓1(47)1.30恒載+1.50右風2+1.50x0.60溫度荷載+1.50縱向風吸1(48)1.30恒載+1.50x0.60左風1+1.50溫度荷載+1.50x0.60縱向風壓1(49)1.30恒載+1.50x0.60左風1+1.50溫度荷載+1.50x0.60縱向風吸1(50)1.30恒載+1.50x0.60左風1+1.50溫度荷載+1.50x0.60縱向風壓1(51)1.30恒載+1.50x0.60左風1+1.50溫度荷載+1.50x0.60縱向風吸1(52)1.30恒載+1.50x0.60左風2+1.50溫度荷載+1.50x0.60縱向風壓1(53)1.30恒載+1.50x0.60左風2+1.50溫度荷載+1.50x0.60縱向風吸1(54)1.30恒載+1.50x0.60左風2+1.50溫度荷載+1.50x0.60縱向風壓1(55)1.30恒載+1.50x0.60左風2+1.50溫度荷載+1.50x0.60縱向風吸1(56)1.30恒載+1.50x0.60右風1+1.50溫度荷載+1.50x0.60縱向風壓1(57)1.30恒載+1.50x0.60右風1+1.50溫度荷載+1.50x0.60縱向風吸1(58)1.30恒載+1.50x0.60右風1+1.50溫度荷載+1.50x0.60縱向風壓1(59)1.30恒載+1.50x0.60右風1+1.50溫度荷載+1.50x0.60縱向風吸1(60)1.30恒載+1.50x0.60右風2+1.50溫度荷載+1.50x0.60縱向風壓1(61)1.30恒載+1.50x0.60右風2+1.50溫度荷載+1.50x0.60縱向風吸1(62)1.30恒載+1.50x0.60右風2+1.50溫度荷載+1.50x0.60縱向風壓1(63)1.30恒載+1.50x0.60右風2+1.50溫度荷載+1.50x0.60縱向風吸1(64)1.30恒載+1.50x0.60左風1+1.50x0.70屋面活載+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.115.20.01M最大3812.036-19.10.12.7N最小2910.000-51.612.20.0V最小3810.000-24.4-2.80.0M最小1813.490-41.414.4-51.3N最大3413.480-0.3-0.210.2V最大13610.000-0.61.1-2.62M最大3113.480-10.2-6.045.5N最小110.000-16.4-24.0-24.5V最小2910.000-14.2-24.0-12.7M最小14420.000-12.7-17.1-26.9N最大3414.182-0.11.67.4V最大114.182-15.713.116.93M最大3111.394-10.0-0.550.3N最小110.000-16.1-7.229.1V最小8610.000-13.4-7.638.4M最小13614.182-0.30.1-7.3N最大3413.0000.13.10.2V最大113.000-15.427.4-43.34M最大13410.000-9.49.336.2N最小110.000-15.712.716.9V最小13613.000-0.2-0.2-7.0M最小113.000-15.427.4-43.3N最大3411.8600.24.2-6.6V最大111.860-15.237.1-103.75M最大5810.000-1.39.58.1N最小110.000-15.427.8-43.3V最小13611.860-0.1-0.3-6.5M最小111.860-15.237.1-103.7N最大3410.0000.3-9.5-6.7V最大14010.000-0.7-0.8-6.66M最大5011.860-0.9-10.19.3N最小111.860-15.4-27.6-43.6V最小110.000-15.2-36.9-103.7M最小110.000-15.2-36.9-103.7N最大3410.0000.2-6.98.7V最大14010.000-0.8-0.9-5.17M最大12213.000-6.0-8.436.2N最小113.000-15.7-12.516.0V最小110.000-15.4-27.3-43.6M最小110.000-15.4-27.3-43.6N最大3410.0000.0-3.023.6V最大7814.182-13.67.737.78M最大3112.788-10.00.749.1N最小114.182-16.17.427.5V最小110.000-15.7-12.916.0M最小14010.000-0.9-1.2-2.0N最大3410.000-0.22.125.4V最大2913.480-14.224.2-14.99M最大3110.000-10.26.244.2N最小113.480-16.424.1-26.7V最小14013.480-1.3-2.211.4M最小14413.480-12.817.2-28.2N最大13610.000-4.7-22.3-0.0V最大215.741-21.522.3-0.010M最大212.870-17.70.032.0N最小115.741-81.1-0.00.0V最小210.000-13.8-22.3-0.0M最小312.870-17.70.0-7.4N最大14010.000-7.31.17.1V最大4213.490-21.53.40.011M最大4210.000-12.41.58.5N最小2913.490-45.9-12.40.0V最小1413.490-45.5-15.10.0M最小1410.000-36.3-14.5-51.7N最大13610.000-0.5-1.1-2.6V最大2910.516-17.624.9-24.112M最大5410.000-6.28.212.8N最小110.516-19.824.5-35.7V最小13610.516-0.6-1.2-2.0M最小1810.516-19.323.8-37.8N最大13610.000-0.3-1.3-2.1V最大2910.516-24.422.0-33.413M最大5410.000-8.27.48.9N最小110.516-26.421.0-44.6V最小13610.516-0.8-1.4-1.4M最小1810.516-25.720.3-46.3N最大13610.000-0.4-1.5-1.5V最大2910.516-30.817.0-40.414M最大5410.000-10.26.15.2N最小110.516-32.515.6-51.0V最小13610.516-1.0-1.8-0.6M最小1810.516-31.614.9-52.4N最大13610.000-0.62.00.7V最大13610.000-0.62.00.715M最大1810.516-37.2-8.355.5N最小110.516-38.2-8.854.3V最小3110.516-30.8-10.730.6M最小3410.000-3.7-0.6-3.6N最大13610.000-1.51.20.1V最大14420.000-28.32.446.316M最大1810.000-38.11.555.3N最小110.516-40.30.853.8V最小5810.516-16.0-3.711.2M最小3410.000-5.7-0.8-3.0N最大13610.516-1.7-1.4-0.2V最大3410.000-10.0-0.1-4.017M最大1810.516-37.1-12.851.0N最小110.000-43.6-12.439.2V最小110.516-38.2-12.949.6M最小3810.000-15.5-1.5-4.9N最大14010.516-5.50.8-9.8V最大4210.000-12.32.0-11.618M最大1410.516-35.2-12.952.7N最小110.000-37.9-12.941.4V最小110.516-35.6-13.152.0M最小4210.516-10.01.4-13.0N最大14010.516-4.72.2-9.4V最大3410.516-13.25.45.419M最大1410.516-37.0-1.856.9N最小110.000-37.9-1.755.9V最小14410.516-27.3-2.847.6M最小4210.516-8.74.1-12.3N最大14010.516-3.32.5-10.7V最大12210.000-25.011.123.620M最大1410.000-36.27.757.1N最小110.000-36.77.756.4V最小14210.516-9.60.41.5M最小4210.516-6.45.1-14.9N最大14010.516-1.91.3-11.7V最大7410.000-25.817.533.321M最大1410.000-32.115.754.0N最小110.000-32.615.753.4V最小14010.516-1.91.3-11.7M最小4210.516-4.04.4-17.3N最大14010.516-1.1-0.4-11.9V最大2910.000-24.522.135.722M最大1410.000-26.120.847.6N最小110.000-26.521.246.9V最小14010.516-1.1-0.4-11.9M最小4210.516-2.22.8-19.1N最大14010.000-1.02.3-11.3V最大14010.000-1.02.3-11.323M最大1410.516-19.5-24.138.9N最小110.516-19.8-24.738.0V最小2910.516-17.6-25.126.4M最小4210.000-1.2-0.8-19.9各效應(yīng)組合下最大支座反力設(shè)計值(單位：kN、kN.m)節(jié)點號控制組合號組合序號N1N2N3M1M2M3N1最大8920.0-8.914.50.0-0.00.0N2最大1442-0.017.253.90.0-0.00.0N3最大1442-0.017.253.90.0-0.00.0M1最大11-0.015.951.60.0-0.00.0M2最大942-0.03.015.40.00.00.0M3最大11-0.015.951.60.0-0.00.01合力最大1442-0.017.253.90.0-0.00.0N1最小1442-0.017.253.90.0-0.00.0N2最小8920.0-8.914.50.0-0.00.0N3最小14540.0-2.38.50.0-0.00.0M1最小11-0.015.951.60.0-0.00.0M2最小1211-0.03.940.80.0-0.00.0M3最小11-0.015.951.60.0-0.00.0N1最大9320.05.218.20.0-0.00.0N2最大9320.05.218.20.0-0.00.0N3最大1442-0.0-17.247.50.0-0.00.0M1最大11-0.0-15.945.90.0-0.00.0M2最大1454-0.0-5.218.00.00.00.0M3最大11-0.0-15.945.90.0-0.00.011合力最大1442-0.0-17.247.50.0-0.00.0N1最小741-0.0-17.946.00.0-0.00.0N2最小741-0.0-17.946.00.0-0.00.0N3最小13810.02.714.30.0-0.00.0M1最小11-0.0-15.945.90.0-0.00.0M2最小1291-0.0-4.138.10.0-0.00.0M3最小11-0.0-15.945.90.0-0.00.0N1最大215.1-0.034.30.0-0.00.0N2最大1443-0.00.033.40.00.00.0N3最大14420.0-0.086.40.0-0.00.0M1最大110.0-0.081.10.0-0.00.0M2最大1443-0.00.033.40.00.00.0M3最大110.0-0.081.10.0-0.00.012合力最大14420.0-0.086.40.0-0.00.0N1最小91-22.3-0.047.40.0-0.00.0N2最小12213.1-0.063.10.0-0.00.0N3最小9320.00.03.20.00.00.0M1最小110.0-0.081.10.0-0.00.0M2最小12310.0-0.063.00.0-0.00.0M3最小110.0-0.081.10.0-0.00.0各效應(yīng)組合下最大支座反力標準值(單位：kN、kN.m)節(jié)點號控制組合號組合序號N1N2N3M1M2M3N1最大8920.0-5.013.10.0-0.00.0N2最大1442-0.013.943.90.0-0.00.0N3最大1442-0.013.943.90.0-0.00.0M1最大11-0.011.537.80.0-0.00.0M2最大942-0.02.913.70.00.00.0M3最大11-0.011.537.80.0-0.00.01合力最大1442-0.013.943.90.0-0.00.0N1最小1442-0.013.943.90.0-0.00.0N2最小8920.0-5.013.10.0-0.00.0N3最小1444-0.0-0.811.40.0-0.00.0M1最小11-0.011.537.80.0-0.00.0M2最小1211-0.03.530.60.0-0.00.0M3最小11-0.011.537.80.0-0.00.0N1最大9320.02.615.30.0-0.00.0N2最大9320.02.615.30.0-0.00.0N3最大1442-0.0-13.938.70.0-0.00.0M1最大11-0.0-11.533.80.0-0.00.0M2最大1444-0.0-5.519.00.00.00.0M3最大11-0.0-11.533.80.0-0.00.011合力最大1442-0.0-13.938.70.0-0.00.0N1最小1442-0.0-13.938.70.0-0.00.0N2最小1442-0.0-13.938.70.0-0.00.0N3最小2220.00.215.30.00.00.0M1最小11-0.0-11.533.80.0-0.00.0M2最小1291-0.0-3.628.50.0-0.00.0M3最小11-0.0-11.533.80.0-0.00.0N1最大213.4-0.027.70.0-0.00.0N2最大1443-0.00.027.80.00.00.0N3最大14420.0-0.070.10.0-0.00.0M1最大110.0-0.058.90.0-0.00.0M2最大1443-0.00.027.80.00.00.0M3最大110.0-0.058.90.0-0.00.012合力最大14420.0-0.070.10.0-0.00.0N1最小91-14.9-0.036.50.0-0.00.0N2最小12212.1-0.046.90.0-0.00.0N3最小9320.00.07.00.00.00.0M1最小110.0-0.058.90.0-0.00.0M2最小12310.0-0.046.90.0-0.00.0M3最小110.0-0.058.90.0-0.00.0(2).包絡(luò)圖軸力N包絡(luò)圖(單位：kN)剪力V包絡(luò)圖(單位：kN)彎矩M包絡(luò)圖(單位：kN.m)2.位移2.1工況位移2.2組合位移七、設(shè)計驗算結(jié)果1.構(gòu)件驗算結(jié)果梁的最大撓度:梁(16),撓跨比=1/2027所有鋼柱的總重量(Kg)=1226.7所有鋼梁的總重量(Kg)=2452.0鋼梁與鋼柱重量之和(Kg)=3678.82.驗算結(jié)果表本工程有1種材料：Q235:彈性模量:2.06*105N/mm2;泊松比:0.30;線膨脹系數(shù):1.20*10-5;質(zhì)量密度:7850kg/m3.基本截面設(shè)計驗算結(jié)果表(強度和整體穩(wěn)定)單元號強度應(yīng)力比平面外整體穩(wěn)定平面內(nèi)整體穩(wěn)定平面內(nèi)抗剪應(yīng)力比平面外抗剪應(yīng)力比局部穩(wěn)定平面外長細比平面內(nèi)長細比平面內(nèi)w/l平面外w/l結(jié)果10.150.140.170.050.00滿足1241031/31980滿足20.190.110.190.040.00滿足46771/38930滿足30.200.160.210.030.00滿足421071/36790滿足40.150.070.150.050.00滿足46771/46630滿足50.270.200.270.070.00滿足467700滿足60.270.200.270.070.00滿足467700滿足70.150.080.150.050.00滿足46771/48610滿足80.200.150.210.030.00滿足421071/38360滿足90.180.100.180.040.00滿足46771/40630滿足100.090.110.090.050.00滿足78331/63910滿足110.150.130.160.050.00滿足1241111/32170滿足120.100.080.110.050.00滿足467700滿足130.130.110.130.040.00滿足46771/43940滿足140.150.130.150.030.00滿足46771/29770滿足150.160.150.160.020.00滿足46771/23380滿足160.160.160.160.010.00滿足46771/20260滿足170.140.130.150.020.00滿足467700滿足180.150.130.160.020.00滿足467700滿足190.160.160.170.010.00滿足467700滿足200.160.150.170.020.00滿足467700滿足210.150.140.160.030.00滿足467700滿足220.130.110.140.040.00滿足467700滿足230.110.080.110.050.00滿足467700滿足八、附錄說明：3軸為X軸，2軸為Y軸。工字形楔形截面截面示意圖焊接對稱工字型截面截面示意圖

二、屋面檁條計算書|屋檁設(shè)計輸出文件|=====設(shè)計依據(jù)======建筑結(jié)構(gòu)荷載規(guī)范(GB50009--2012)冷彎薄壁型鋼結(jié)構(gòu)技術(shù)規(guī)程(GB50018-2002)門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)范(GB51022-2015)=====設(shè)計數(shù)據(jù)======屋面坡度:-0.020檁條跨度(m):3.000檁條間距(m):1.000設(shè)計規(guī)范:門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)范GB51022-2015檁條形式:冷彎卷邊槽鋼C200X70X20X2.5鋼材鋼號：Q235鋼拉條設(shè)置:設(shè)置2道拉條拉條作用:約束檁條上翼緣凈截面系數(shù):1.000檁條僅支承壓型鋼板屋面(承受活荷載或雪荷載),撓度限值為1/150屋面板能阻止檁條側(cè)向失穩(wěn)構(gòu)造能保證風吸力作用下翼緣受壓的穩(wěn)定性建筑類型:封閉式建筑屋面形式:雙坡屋面分區(qū):中間區(qū)基本風壓:0.500風荷載高度變化系數(shù):1.000風荷載系數(shù)(風吸):-1.132風荷載系數(shù)(風壓):0.432風吸荷載標準值(kN/m2):-0.849風壓荷載標準值(kN/m2):0.324屋面自重標準值(kN/m2):0.420活荷載標準值(kN/m2):0.500雪荷載標準值(kN/m2):0.000積灰荷載標準值(kN/m2):0.000施工荷載標準值(kN):1.000軸力設(shè)計值N(kN):0.000=====截面及材料特性======檁條形式:冷彎卷邊槽鋼C200X70X20X2.5b=70.000h=200.000c=20.000t=2.500A=8.9800E+002Ix=5.3821E+006Iy=5.6270E+005It=1.8710E+003Iw=4.3762E+009Wx1=5.3821E+004Wx2=5.3821E+004Wy1=2.8178E+004Wy2=1.1247E+004鋼材鋼號：Q235鋼屈服強度fy=235.000強度設(shè)計值f=205.000考慮冷彎效應(yīng)強度f'=217.784抗剪強度設(shè)計值fv=120.000=====截面驗算======|非風吸力驗算|***1.20x1.00恒載+1.40x1.00施工***彎矩設(shè)計值(kN.m):Mx=2.410彎矩設(shè)計值(kN.m):My=0.003有效截面計算結(jié)果:全截面有效。截面強度(N/mm2):σmaxw=45.049<=217.784***1.20x1.00恒載+1.40x1.00施工***截面最大剪應(yīng)力(N/mm2):τ=9.168<120.000|風吸力驗算|***1.00x1.00恒載+1.40x1.00風吸***彎矩設(shè)計值(kN.m):Mxw=-0.787彎矩設(shè)計值(kN.m):Myw=0.000有效截面計算結(jié)果:全截面有效。截面強度(N/mm2):σmaxw=14.646<=217.784***1.00x1.00恒載+1.40x1.00風吸***截面最大剪應(yīng)力(N/mm2):τ=3.229<120.000|荷載標準值作用下，撓度計算|垂直于屋面的撓度(mm):v=1.268<=20.000*****計算滿足******=====計算結(jié)束======

三、墻面檁條計算書|墻檁設(shè)計輸出文件|=====設(shè)計依據(jù)======建筑結(jié)構(gòu)荷載規(guī)范(GB50009--2012)冷彎薄壁型鋼結(jié)構(gòu)技術(shù)規(guī)程(GB50018-2002)門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)范(GB51022-2015)=====設(shè)計數(shù)據(jù)======墻檁跨度(m):3.000墻檁間距(m):1.000設(shè)計規(guī)范:門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)范GB51022-2015墻檁形式:冷彎卷邊槽鋼C200X70X20X2.5墻檁布置方式:口朝下鋼材鋼號：Q235鋼拉條設(shè)置:設(shè)置2道拉條拉條作用:約束墻檁外翼緣凈截面系數(shù):1.000墻檁支承壓型鋼板墻,水平撓度限值為1/100墻板能阻止墻檁外翼緣側(cè)向失穩(wěn)構(gòu)造能保證風吸力內(nèi)翼緣側(cè)向穩(wěn)定性墻檁板重(kN/m):0.420建筑類型:封閉式建筑分區(qū):中間區(qū)基本風壓:0.500風荷載高度變化系數(shù):1.000迎風風荷載系數(shù):1.096背風風荷載系數(shù):-1.196迎風風荷載標準值(kN/m2):0.822背風風荷載標準值(kN/m2):-0.897=====截面及材料特性======墻檁形式:冷彎卷邊槽鋼C200X70X20X2.5b=70.000h=20.000t=1871.000A=8.9800E+002Ix=5.3821E+006Iy=5.6270E+005It=0.0000E+000Iw=4.3762E+009Wx1=5.3821E+004Wx2=5.3821E+004Wy1=2.8178E+004Wy2=1.1247E+004鋼材鋼號：Q235鋼屈服強度fy=235.000強度設(shè)計值f=205.000考慮冷彎效應(yīng)強度f'=217.784抗剪強度設(shè)計值fv=120.000=====風壓力作用驗算======***1.20x1.00恒載+1.40x1.00風壓***彎矩設(shè)計值(kN.m):Mx=-1.151彎矩設(shè)計值(kN.m):My=0.059有效截面計算結(jié)果:全截面有效。截面強度(N/mm2):σmaxw=26.600<=217.784***1.20x1.00恒載+1.40x1.00風壓***截面水平向最大剪應(yīng)力(N/mm2):τ=5.311<120.000***1.35x1.00恒載***截面豎直向最大剪應(yīng)力(N/mm2):τ=1.828<120.000=====風吸力作用驗算======***1.20x1.00恒載+1.40x1.00風吸***彎矩設(shè)計值(kN.m):Mxw=-1.256彎矩設(shè)計值(kN.m):Myw=0.059有效截面計算結(jié)果:全截面有效。截面強度(N/mm2):σmaxw=28.551<=217.784=====荷載標準值作用下，撓度驗算======豎向撓度(mm):fy=0.029水平撓度(mm):fx=0.742<=30.000*****計算滿足******

五、屋面支撐計算書|屋面支撐斜桿設(shè)計輸出文件|=====設(shè)計信息======支撐形式:普通角鋼(等肢)截面邊長(mm):b=75截面厚度(mm):t=8截面特性：毛截面面積(mm)A=1150.300回轉(zhuǎn)半徑(mm)i2=28.749iv=14.701鋼材鋼號：Q235鋼屈服強度fy=235設(shè)計強度值f=183支撐數(shù)據(jù):支撐點間距(m)B=3.000支撐跨度(m)L=3.220構(gòu)件軸線長度(m)l=4.401平面內(nèi)計算長度(m)lx=4.401平面外計算長度(m)ly=4.401=====截面驗算======設(shè)計原則：按軸心拉桿進行設(shè)計。作用本支撐段剪力設(shè)計值(KN)V=10.000支撐內(nèi)力設(shè)計值(KN)N=13.668有效截面積(mm2)Ae=1150.300強度驗算結(jié)果(N/mm*mm)σ=11.882<=f=182.750長細比校核λ2=153.084<=[λ]=400λv=299.366<=[λ]=400驗算滿足=====計算結(jié)束======

六、隅撐計算書同濟大學(xué)3D3S軟件隅撐設(shè)計結(jié)果文件設(shè)計時間:ThuDec0722:26:482023基本信息梁下翼緣截面面積Af 0.00mm橫梁鋼材型號: Q235鋼翼緣鋼板厚度 0.00mm橫梁鋼材屈服強度值fy235N/mm2橫梁鋼材強度設(shè)計值f215N/mm2隅撐鋼材型號:L50x5隅撐角鋼截面L50x5隅撐計算長度l0205.061mm隅撐回轉(zhuǎn)半徑i9.82mm隅撐截面面積A480.30mm驗算結(jié)果隅撐計算輸出結(jié)果:軸力N=Af*f/60/cosθ應(yīng)力=N/φ/A長細比λ20.886<=220折減系數(shù)=0.6+0.0015*λ0.631穩(wěn)定系數(shù)φ0.967軸力N0.000kN應(yīng)力0.000N/mm2<=135.736N/mm2螺栓計算輸出結(jié)果:檁條的板件厚度:3mm螺栓直徑:14mm螺栓有效截面面積:115.4mm*mm螺栓孔徑:15.0mm螺栓連接抗剪強度設(shè)計值:140N/mm2螺栓連接抗壓強度設(shè)計值:305N/mm2螺栓連接抗剪承載力設(shè)計值:16.156kN螺栓連接抗壓承載力設(shè)計值:10.675kN軸力N=0.000kN<Nu=====計算滿足======

七、柱間支撐計算書|柱間支撐設(shè)計|設(shè)計主要依據(jù):《建筑結(jié)構(gòu)荷載規(guī)范》（GB50009-2012）《建筑抗震設(shè)計規(guī)范》（GB50011-2010）（2016年版）《鋼結(jié)構(gòu)設(shè)計標準》（GB50017-2017）總信息鋼材:Q235鋼鋼結(jié)構(gòu)凈截面面積與毛截面面積比:0.85支撐桿件容許長細比:200柱頂容許水平位移/柱高:l/60|設(shè)計驗算|柱間支撐單元號:4截面名稱：L125x10,B8構(gòu)件鋼號：Q235B驗算規(guī)范:鋼結(jié)構(gòu)設(shè)計標準GB50017-2017構(gòu)件長度(mm):L=5660.4計算長度系數(shù):Ux=0.5Uy=1.0計算長度(mm):Lx=2830.2Ly=5660.4軸壓截面分類:X軸:b類,Y軸:b類強度計算組合：1.20x1.00恒載+1.40x1.00風載強度計算設(shè)計值：N=58.98kN,M2=0.00kNm,M3=0.00kNm強度計算最大應(yīng)力(N/mm*mm)=14.238<=f=215.000平面內(nèi)穩(wěn)定計算組合：1.20x1.00恒載平面內(nèi)穩(wěn)定計算設(shè)計值：N=-0.73kN,M2=0.00kNm,M3=0.00kNm平面內(nèi)穩(wěn)定計算最大應(yīng)力(N/mm*mm)=0.207<=f=215.000平面外穩(wěn)定計算組合：1.20x1.00恒載平面外穩(wěn)定計算設(shè)計值：N=-0.73kN,M2=0.00kNm,M3=0.00kNm平面外穩(wěn)定計算最大應(yīng)力(N/mm*mm)=0.297<=f=215.000平面內(nèi)長細比λ=73<=f=200.000平面外長細比λ=104<=f=200.000柱間支撐單