【《某六层办公楼的竖向荷载计算过程案例》2500字】

某六层办公楼的竖向荷载计算过程案例目录TOC\o"1-3"\h\u3610某六层办公楼的竖向荷载计算过程案例 .712表6柱重力荷载标准值Table

6

standard

value

of

column

gravity

load层号类别高度(m)数量荷载(kN/m)自重(kN)总重(kN)∑2-6角柱1.016.9520.85020.850788.9221.036.80620.41861.254边柱1.016.8220.46020.4601.016.72420.17220.1721.0186.59819.794356.292内柱1.016.60819.82419.8241.0156.44619.338290.0701角柱5.016.9534.75034.7505.036.80634.030102.090续表6层号类别高度(m)数量荷载(kN/m)自重(kN)总重(kN)∑1边柱5.016.8234.10034.1001314.8705.016.72431.62031.6205.0186.59832.990591.820内柱5.016.60831.04031.0405.0156.44632.230481.4501.2.2门窗墙自重以首层M1为例，说明门窗自重计算步骤M1自重：1.2M1总重：1.008M1门洞上方墙自重：1.2×1.2×墙总重：0.4968以长度为5.25m内横墙为例，说明墙重计算步骤内横墙自重：5.25内横墙总重：21.924表7门窗重力荷载标准值Table

7

standard

value

of

gravity

load

for

doors

and

windows层号编号尺寸（m）数量荷载(kN/m自重(kN)总重(kN)墙荷载(kN/m自重(kN)总重(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电梯门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续表7层号编号尺寸（m）数量荷载(kN/m自重(kN)总重(kN)墙荷载(kN/m自重(kN)总重(kN)1M21.890.41.51211.6081.380.74526.707电梯门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：二至六层各层门窗重67.008kN，门窗洞口处墙重144.813kN；首层门窗重69.996kN，门窗洞口处墙重139.739kN。表8墙重力荷载标准值Table

8

standard

value

of

wall

gravity

load层号类型长度(m)净长(m)高度(m)数量荷载(kN/m自重(kN)总重(kN)2-6外横墙6.05.252.432.2928.85486.5626.05.252.412.6531.39031.3902.40.42.522.292.2904.580外纵墙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内横墙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内纵墙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续表8层号类型长度(m)净长(m)高度(m)数量荷载(kN/m自重(kN)总重(kN)1外横墙6.05.252.432.2928.85486.5626.05.252.412.6531.39031.3902.40.42.522.292.2904.580外纵墙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内横墙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内纵墙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：二至六层每层墙重952.471kN，首层墙重937.471kN。1.2.3楼屋面重屋面板自重：4.705屋面雪荷载重：0.2屋面女儿墙自重：2.29以办公区域为例，说明楼面恒活荷载计算步骤恒荷载：3.77活荷载：2.0表9楼面重力荷载标准值Table

9

standard

value

of

floor

gravity

load类型面积(m2恒载(kN/m恒重(kN)活载(kN/m活重(kN)办公区域334.8（首层）1.771262.1962.0669.600374.4（2-6层）1.771411.4882.0748.800走廊154.081.77580.8822.5385.200门厅39.61.77149.2922.599.000楼梯361.77135.7201.5126.000厕所、热水间57.64.86279.9362.5144.000储物间39.61.77149.2925.0198.000会议室57.61.77217.1522.0115.200档案室57.61.77217.