）樓面上框架梁的線荷載標(biāo)準(zhǔn)值計(jì)算如下：房間樓面上的恒荷載標(biāo)準(zhǔn)值為邊框橫梁的自重走道梁的自重邊跨填充墻墻體的自重故中間各層框架梁上線荷載如下：3）屋面上框架節(jié)點(diǎn)的集中荷載標(biāo)準(zhǔn)值計(jì)算如下：a.邊框縱梁的自重屋面板的自重屋面邊節(jié)點(diǎn)的集中荷載為：b.中框縱梁的自重屋面板的自重屋面中間節(jié)點(diǎn)的集中荷載為：4）樓面上框架節(jié)點(diǎn)的集中荷載標(biāo)準(zhǔn)值計(jì)算如下：A.第一、二層：邊框縱梁的自重內(nèi)橫墻墻體的自重外縱墻墻體的自重門和窗戶的自重框架中柱子的自重樓面板的自重第一層邊節(jié)點(diǎn)的集中荷載為：B第三層：中框縱梁的自重內(nèi)橫墻墻體的自重內(nèi)縱墻墻體的自重門和窗戶的自重框架中柱子的自重樓面板的自重第一層中節(jié)點(diǎn)的集中荷載為：綜上計(jì)算結(jié)果匯總?cè)缦卤硭荆?單位：)表1.1恒荷載標(biāo)準(zhǔn)值匯總表層次34.31211.6674.48713.774127.567177.13143.74121.8924.0113.2014.0114.67188.21165.74163.77144.7613.9713.2083.9913.74197.41201.73210.74177.31（2）活荷載的計(jì)算在活荷載的作用下各層框架梁上荷載的分布如下圖所示：圖1.3在活荷載的作用下框架梁上荷載的分布1）屋面上框架梁的線荷載標(biāo)準(zhǔn)值計(jì)算如下：屋面上活荷載的標(biāo)準(zhǔn)值屋面上雪荷載的標(biāo)準(zhǔn)值于是有：2）樓面上框架梁的線荷載標(biāo)準(zhǔn)值計(jì)算如下：樓面上活荷載的標(biāo)準(zhǔn)：邊跨為中間為于是有：3）屋面上框架節(jié)點(diǎn)的集中荷載標(biāo)準(zhǔn)值計(jì)算如下：4）樓面上框架節(jié)點(diǎn)的集中荷載標(biāo)準(zhǔn)值計(jì)算如下：綜上計(jì)算結(jié)果匯總?cè)缦卤硭荆?單位：)表1.2活荷載的標(biāo)準(zhǔn)值匯總表層次34.22.711.3317.41215.4711.3464.1279.5111.7712.9858.6978.32（3）計(jì)算等效荷載圖1.4荷載的等效示意圖計(jì)算法則：（走道梁a取，邊橫梁a取）于是各樓層等效的均布荷載如下表所示：表1.3各樓層的等效均布荷載匯集表層次319.3422.743.482.0213.4414.3913.457.3411.3813.4512.788.03圖1.5橫向框架荷載計(jì)算簡圖圖1.6彎矩二次分配的計(jì)算圖由彎矩的二次分配法所得結(jié)果可畫出彎矩圖如下：圖1.7在豎向荷載作用下橫向框架彎矩圖1.2.1恒載作用下梁柱剪力的計(jì)算梁左右端剪力按下列公式計(jì)算：柱子剪力按下列公式計(jì)算：表1.4恒載作用下框架梁剪力層數(shù)31.8111.87111.35-70.3475.31110.38-103.6827.1123.56108.45-72.5674.89112.44-104.7518.3117.01113.22-65.8469.99108.76-109.43表1.5恒載作用下框架梁剪力層數(shù)33.110.369.66-7.988.6513.14-13.1422.89.779.88-1.979.0610.21-11.6612.910.119.67-8.348.1811.66-10.21表1.6恒載作用下框架梁剪力層數(shù)38.3113.8199.44-75.4273.74100.1-113.3427.9109.25100.74-71.7969.57113.88-112.6317.5108.33103.83-70.3660.78117.69-114.89表1.7恒載作用下的柱子剪力層次層高32.939.5831.89-19.34-33.44-29.6419.3423.229.7432.14-15.66-35.66-31.2818.7013.730.5015.36-9.87-22.41-11.387.69表1.8恒載作用下的柱子剪力層次層高32.829.4634.69-15.32-31.34-31.7815.4123.030.8930.41-19.46-37.56-39.1217.2513.722.7412.88-8.54-23.78-12.307.65圖1.8恒載作用下的剪力圖1.2.2恒載作用下的柱子軸力計(jì)算柱子的軸力按下列公式計(jì)算：表1.10恒載作用下軸柱軸力層次3255.1230.60.83.7-105.49.7721.481200.81471.22261.7890.40.73.6-111.369.5528.171431.31600.91288.4120.70.63.5-113.459.6735.131865.21703.1表1.11恒載作用下軸柱軸力層次3255.1230.70.43.7-9.33115.728.431448.11260.22265.7890.80.62.9-9.87118.8921.841637.31674.21234.1830.60.73.3-9.34125.4734.121884.71831.4表1.12恒載作用下軸柱軸力層次3267.3180.70.82.9-113.47025.4911231124.72283.1230.40.63.1-99.98021.42146213181233.1120.60.73.3-103.47031.2616371645圖1.9恒載作用下的軸力圖1.3活載作用下的內(nèi)力計(jì)算1.3.1彎矩分配系數(shù)計(jì)算活載彎矩分配系數(shù)計(jì)算要同恒載分配系數(shù)計(jì)算，計(jì)算結(jié)果見彎矩分配過程。1.3.2活載作用下固端彎矩計(jì)算根據(jù)前面的計(jì)算公式，計(jì)算所得梁固端彎矩如下表所示：表1.13活載作用下固端彎矩計(jì)算結(jié)果層次3-29.3241.36-3.012.91-34.1228.792-31.8838.46-2.973.04-33.2235.121-35.4333.11-2.352.66-29.9834.371.3.3活載作用彎矩二次分配過程彎矩分配過程如下：表1.14活荷載作用下彎矩分配上柱下柱右梁左梁上柱下柱右梁分配系數(shù)0.1340.647 0.5730.1970.066固端彎矩-9.147.69-0.66分配彎矩1.485.54-1.78-2.09-0.37傳遞彎矩3.14-2.973.18-2.470.342次分配-0.01-0.09-0.59-0.23-0.04最終彎矩4.38-3.974.98-3.97-0.74分配系數(shù)0.1560.0920.7530.5970.2470.1530.056固端彎矩-30.8829.34-3.14分配彎矩5.924.8323.5-19.56-1.784.98-1.3傳遞彎矩3.043.88-9.8511.34-2.69-1.980.82次分配0.50.41.99-4.24-2.03-2.48-0.58最終彎矩8.659.74-19.4422.58-9.4-9.7-4.32分配系數(shù)0.2550.1560.5950.5460.2340.1750.056續(xù)表上柱下柱右梁左梁上柱下柱右梁固端彎矩-34.5835.89-2.66分配彎矩1.341.0524.3-15.22-1.78-7.03-2.5傳遞彎矩3.043.15-9.5811.34-3.66-2.680.82次分配0.50.43.21-3.95-1.68-1.34-0.39最終彎矩8.987.45-15.6622.08-9.3-9.8-4.12分配系數(shù)0.1570.2250.5560.7470.230.2530.058固端彎矩-34.5533.88-3.02分配彎矩1.045.6423.37-20.46-1.38-5.44-2.05傳遞彎矩3.040.10-8.8911.23-3.780.600.842次分配1.400.863.50-1.38-2.68-2.34-0.78最終彎矩12.341.78-21.3415.74-8.36-1.03-5.823.65-4.56圖1.10活載作用下的彎矩圖1.3.4活載作用下梁柱剪力的計(jì)算梁左右端剪力按下列公式計(jì)算：柱子剪力按下列公式計(jì)算(柱子剪力見剪力圖)表1.15活載作用下框架梁剪力層數(shù)31.33125-19.6622.5529.55-29.4425.92934-15.5823.7824.36-25.6618.13326-17.6619.5628.66-31.42表1.16活載作用下框架梁剪力層數(shù)33.11.37.5-2.994.187.3-7.822.85.91.9-3.553.541.2-1.912.61.61.8-4.155.121.9-1.8表1.17活載作用下框架梁剪力層數(shù)37.32726-22.2515.1231.45-28.5521.63124-31.8521.7729.34-24.3211.92532-25.3718.6325.63-29.78表1.18活載作用下的柱子剪力層次層高33.58.859.38-5.85-7.8-9.643.3922.97.7411.14-1.78-9.44-8.785.313.71.963.15-2.37-1.52-3.841.95表1.19活載作用下的柱子剪力層次層高33.89.329.07-5.56-9.38-8.215.5522.99.048.85-3.9-9.24-11.143.6913.77.413.57-1.55-1.74-3.012.24圖1.11活載作用下的剪力圖1.3.5活載作用柱子軸力計(jì)算柱子軸力按下列公式計(jì)算表1.20活載作用下軸柱軸力層次337029.34115.4122.4229031.44199.5200.7135032.68255.6255.8表1.21活載作用下軸柱軸