某六層辦公樓的豎向荷載計(jì)算過(guò)程案例目錄TOC\o"1-3"\h\u3610某六層辦公樓的豎向荷載計(jì)算過(guò)程案例 .712表6柱重力荷載標(biāo)準(zhǔn)值Table

6

standard

value

of

column

gravity

load層號(hào)類(lèi)別高度(m)數(shù)量荷載(kN/m)自重(kN)總重(kN)∑2-6角柱1.016.9520.85020.850788.9221.036.80620.41861.254邊柱1.016.8220.46020.4601.016.72420.17220.1721.0186.59819.794356.292內(nèi)柱1.016.60819.82419.8241.0156.44619.338290.0701角柱5.016.9534.75034.7505.036.80634.030102.090續(xù)表6層號(hào)類(lèi)別高度(m)數(shù)量荷載(kN/m)自重(kN)總重(kN)∑1邊柱5.016.8234.10034.1001314.8705.016.72431.62031.6205.0186.59832.990591.820內(nèi)柱5.016.60831.04031.0405.0156.44632.230481.4501.2.2門(mén)窗墻自重以首層M1為例，說(shuō)明門(mén)窗自重計(jì)算步驟M1自重：1.2M1總重：1.008M1門(mén)洞上方墻自重：1.2×1.2×墻總重：0.4968以長(zhǎng)度為5.25m內(nèi)橫墻為例，說(shuō)明墻重計(jì)算步驟內(nèi)橫墻自重：5.25內(nèi)橫墻總重：21.924表7門(mén)窗重力荷載標(biāo)準(zhǔn)值Table

7

standard

value

of

gravity

load

for

doors

and

windows層號(hào)編號(hào)尺寸（m）數(shù)量荷載(kN/m自重(kN)總重(kN)墻荷載(kN/m自重(kN)總重(kN)2-6M11.220.41.0082.0161.380.49680.994M11.230.41.0081.0241.740.41761.253M21.820.41.5121.0241.380.49680.994M21.830.41.5124.5361.380.99362.981M21.8100.41.51215.121.380.74527.452電梯門(mén)1.120.40.9241.8481.380.45540.911C11.810.41.081.082.651.8161.816C11.830.41.081.242.291.29769.893C11.840.41.084.322.294.12216.488C11.8230.41.0824.842.291.709885.325C21.220.40.721.442.652.5445.088C32.120.41.262.522.294.8099.6181M11.220.41.0082.0161.380.49680.994M11.230.41.0081.0241.740.41761.253M21.820.41.5121.0241.380.49680.994M21.830.41.5124.5361.380.99362.981M21.820.41.5121.0242.291.64881.298M21.830.41.5124.5362.291.23661.710續(xù)表7層號(hào)編號(hào)尺寸（m）數(shù)量荷載(kN/m自重(kN)總重(kN)墻荷載(kN/m自重(kN)總重(kN)1M21.890.41.51211.6081.380.74526.707電梯門(mén)1.120.40.9241.8481.380.45540.911C11.810.41.081.082.651.8161.816C11.830.41.081.242.291.29769.893C11.820.41.082.162.294.1228.244C11.8210.41.0822.682.291.709877.906C21.220.40.721.442.652.5445.088C32.120.41.262.522.294.8099.618C42.110.41.261.262.294.32814.328注：二至六層各層門(mén)窗重67.008kN，門(mén)窗洞口處墻重144.813kN；首層門(mén)窗重69.996kN，門(mén)窗洞口處墻重139.739kN。表8墻重力荷載標(biāo)準(zhǔn)值Table

8

standard

value

of

wall

gravity

load層號(hào)類(lèi)型長(zhǎng)度(m)凈長(zhǎng)(m)高度(m)數(shù)量荷載(kN/m自重(kN)總重(kN)2-6外橫墻6.05.252.432.2928.85486.5626.05.252.412.6531.39031.3902.40.42.522.292.2904.580外縱墻6.62.42.422.2911.19026.3816.62.52.492.2911.740121.6606.64.32.412.2921.63321.6339.61.62.312.2918.96118.9619.64.82.312.6529.25629.2561.00.72.522.294.0088.0151.00.42.522.292.2904.580內(nèi)橫墻6.04.052.421.3811.41426.8276.05.252.4131.3817.388226.0446.05.252.411.7421.92421.9246.05.752.522.130.18860.3756.01.552.511.3812.24812.248內(nèi)縱墻6.64.22.411.3811.91011.9106.66.02.411.3819.87219.8726.62.852.411.389.4399.4396.62.81.011.3811.59211.5926.64.32.491.3814.242128.1741.00.72.531.382.4157.2459.65.42.311.3817.14017.1409.65.42.311.7421.61121.6119.62.82.912.117.05217.052續(xù)表8層號(hào)類(lèi)型長(zhǎng)度(m)凈長(zhǎng)(m)高度(m)數(shù)量荷載(kN/m自重(kN)總重(kN)1外橫墻6.05.252.432.2928.85486.5626.05.252.412.6531.39031.3902.40.42.522.292.2904.580外縱墻6.62.42.422.2911.19126.3826.62.52.482.2911.740109.9206.64.32.412.2921.63321.6336.60.72.412.291.8481.8489.61.62.312.2918.96118.9619.64.82.312.6529.25629.2561.00.72.522.294.0088.0151.00.42.522.292.2904.580內(nèi)橫墻6.04.052.421.3811.41426.8276.05.252.4121.3817.388226.0446.01.152.111.389.1299.1296.05.252.411.7421.92421.9246.05.752.522.130.18860.3756.01.552.511.3812.24812.248內(nèi)縱墻6.64.22.411.3811.91011.9106.66.02.411.3819.87219.8726.62.852.411.389.4399.4396.62.81.011.3811.59211.5926.64.32.481.3814.242111.9361.00.72.531.382.4157.2459.65.42.311.3817.14017.1409.65.42.311.7421.61121.6119.62.82.912.117.05217.052注：二至六層每層墻重952.471kN，首層墻重937.471kN。1.2.3樓屋面重屋面板自重：4.705屋面雪荷載重：0.2屋面女兒墻自重：2.29以辦公區(qū)域?yàn)槔?，說(shuō)明樓面恒活荷載計(jì)算步驟恒荷載：3.77活荷載：2.0表9樓面重力荷載標(biāo)準(zhǔn)值Table

9

standard

value

of

floor

gravity

load類(lèi)型面積(m2恒載(kN/m恒重(kN)活載(kN/m活重(kN)辦公區(qū)域334.8（首層）1.771262.1962.0669.600374.4（2-6層）1.771411.4882.0748.800走廊154.081.77580.8822.5385.200門(mén)廳39.61.77149.2922.599.000樓梯361.77135.7201.5126.000廁所、熱水間57.64.86279.9362.5144.000儲(chǔ)物間39.61.77149.2925.0198.000會(huì)議室57.61.77217.1522.0115.200檔案室57.61.77217.