水平荷載計(jì)算表.xls

1、層次111.335.41.070.4391.291.529101.331.21.020.4391.291.49191.328.20.970.4391.291.46581.325.20.920.4391.291.43771.322.20.880.4391.291.40661.319.20.820.4391.291.37351.316.20.760.4391.291.33941.313.20.740.4391.291.28531.310.2

2、0.740.4391.291.22121.37.20.740.4391.291.15611.34.20.740.4391.291.091風(fēng)振系數(shù)公式：集中風(fēng)荷載標(biāo)準(zhǔn)值計(jì)算層次1235.41.071.5291.34.209.451131.21.021.4911.332.426.31028.20.971.4651.33326.3925.20.921.4371.33326.3822.20.881.4061.33326.3719.20.821.

3、3731.33326.3616.20.761.3391.33326.3513.20.741.2851.33326.3410.20.741.2211.33326.337.20.741.1561.33326.324.20.741.0911.34.2326.31sm)(mHizmzb)(mBzizHHmuxb=1ux)(mHizmzbsm序號(hào)2~10層樓面恒荷載計(jì)算位置長(m）寬(m）數(shù)量面積（㎡）面荷載（KN㎡）1A~C1~726.3001

4、0.4002.000547.0403.4002樓梯間5.5002.6001.00014.3003.40035.5003.9001.00021.4503.4004外挑陽臺(tái)1.2009.1202.00021.8883.4005總面積604.6786廚房、陽臺(tái)、衛(wèi)生間4.5004.2004.00075.6003.70079.1203.7002.00067.4883.7008總面積143.0889總荷（KN）2098.832序號(hào)2~10層樓面活

5、荷載計(jì)算位置厚度（m)長度（m)數(shù)量面積（㎡）1外圍護(hù)墻面積0.18072.1202.00025.9631內(nèi)隔墻面積0.1208.4004.0004.03220.1204.2004.0002.01630.18017.2002.0006.19240.1203.3004.0001.58450.1201.2004.0000.57660.1203.3004.0001.58470.1806.4002.0002.30480.1805.4004.00

6、03.888合計(jì)48.139序號(hào)剪力墻面積位置厚度（m)長度（m)數(shù)量面積（㎡）總面積（㎡）1Q14.0001.2054.8202Q21.0001.3601.3603Q32.0001.0752.1504Q4不用計(jì)算5Q50.2502.5004.0002.5006Q6不用計(jì)算合計(jì)10.830位置凈面積（㎡）面荷載（KN㎡）總荷載（KN）1陽臺(tái)活荷載67.4882.500168.7202儲(chǔ)藏室10.0005.00050.0003一般樓層46

7、8.2212.000936.442總荷（KN）1155.162序號(hào)屋面恒荷載位置長(m）寬(m）數(shù)量面積（㎡）面荷載（KN㎡）總荷(KN)1A~C1~726.30010.4002.000547.0405.5003008.7202外挑板1.2009.1202.00021.8885.500120.3843樓梯間5.5002.6001.50021.4504.00085.800總荷（KN）3214.904屋面活荷載位置長(m）寬(m）數(shù)量面積（

8、㎡）面荷載（KN㎡）總荷(KN)1外圍護(hù)墻26.2500.2404.00025.200210.3500.2404.0009.93631.2000.2404.0001.1524樓梯間5.5000.1802.0001.980538.2686剪力墻Q21.360739.6288屋面凈面積538.1002.0001076.2009電梯間5.5004.9001.00026.9507.000188.65010總荷（KN）1264.850序號(hào)樓梯、電

9、梯間屋面恒載長(m）寬(m）數(shù)量面積（㎡）面荷載（KN㎡）總荷(KN)19.4506.4501.00060.9535.500335.2392活載9.4506.4501.00060.9530.50030.476序號(hào)柱恒載標(biāo)準(zhǔn)值層次截面bh長度(m）數(shù)量總長度(m）線荷載（KNm）總荷(KN)11.0005005004.10026.000106.6007.250772.85022~55005002.90026.00075.4007.2505

10、46.65036~94504502.90026.00075.4006.000452.400410.0004504502.88026.00074.8806.000449.280511.0004504504.080層次梁恒載標(biāo)準(zhǔn)值說明截面bh總長度(m）數(shù)量線荷載（KNm）總荷(KN)1~5橫向框架梁250550108.6501.0003.263354.525縱向框架梁250500128.8001.0002.900373.520次梁2004