风荷载计算书(封闭结构)

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,LOGO,,,,风荷载计算书(封闭结构),,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,项目名称,xx工程,,,,,,,,,,,,,,,,,,,,,,,,,,

,"设计

依据",,GB50009-2012建筑结构荷载规范,,,设计/时间,校对/时间,审核/时间,总页数,版本,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,6,A,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,1,A类,A,(本类别场地，结构总高度H值不应大于300m。),,,,,,,迎风面体型系数μs=,0.8,,,,,,,,,

,,,,,,,46.000,,,62.000,,2,B类,B,(本类别场地，结构总高度H值不应大于350m。),,,,,,,,b,,,,,,,,,

,,,,,,,,,,,,3,C类,C,(本类别场地，结构总高度H值不应大于450m。),,,,,,,,,,,,,,,,,

,,,,,,,,,,,,4,D类,D,(本类别场地，结构总高度H值不应大于550m。),,,,,,,,,,,,,,,,,

,,,,,,,高度z,,,45.000,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,0,,,,,,风压高度变化系数μz按GB50009-2012建筑结构荷载规范条文说明P221,,,,,,,,,F&AWind（B1）,,StoSWind（B2）,,F&AWind（B1）,,,StoSWind（B2）,,

,,,,,,,30.000,,,,,,,高度(m),A,B,C,D,C类,z/H,φz,,βz,Bz,βz,Bz,ωkw,ωkl,合ωk,ωkw,ωkl,合ωk

,,,,,,,,,,,,序号,**,,μzA,μzB,μzC,μzD,μz,,高耸,高层,(-),(-),(-),(-),(kN/m^2),(kN/m^2),(kN/m^2),(kN/m^2),(kN/m^2),(kN/m^2)

,,,,,,,,,,,,1,3,45.000,1.84,1.62,1.05,0.65,1.05,1.00,1.000,1.000,1.00,0.509,1.00,0.532,0.380,-0.237,0.617,0.380,-0.237,0.617

,,,,,,,,,,StoSWind,,2,4,43.667,1.83,1.60,1.04,0.63,1.04,0.97,0.960,0.968,1.00,0.499,1.00,0.522,0.375,-0.234,0.609,0.375,-0.234,0.609

,,,,,,,F&AWind,,,,,3,5,42.333,1.82,1.59,1.03,0.62,1.03,0.94,0.921,0.936,1.00,0.490,1.00,0.512,0.369,-0.231,0.600,0.369,-0.231,0.600

,,,,,,（图示1）,（图示2）,,,,,4,6,41.000,1.80,1.57,1.01,0.61,1.01,0.91,0.882,0.906,1.00,0.480,1.00,0.502,0.364,-0.228,0.592,0.364,-0.228,0.592

,"风荷载体形系数μs

(查规范表8.3.1风荷载体型系数)",,,,,（图示3）,（图示4）,,,,,5,7,39.667,1.79,1.55,1.00,0.60,1.00,0.88,0.842,0.875,1.00,0.471,1.00,0.492,0.359,-0.224,0.583,0.359,-0.224,0.583

,,,,,sideward,,,,,(kN/m^2),,6,8,38.333,1.77,1.54,0.98,0.59,0.98,0.85,0.803,0.846,1.00,0.462,1.00,0.483,0.354,-0.221,0.575,0.354,-0.221,0.575

,,,,,侧风面,,,,,,,7,9,37.000,1.76,1.52,0.97,0.57,0.97,0.82,0.763,0.817,1.00,0.453,1.00,0.474,0.348,-0.218,0.566,0.348,-0.218,0.566

,,,,windward,-0.7,leeward,,,,,,8,10,35.667,1.74,1.50,0.95,0.56,0.95,0.79,0.724,0.788,1.00,0.444,1.00,0.465,0.343,-0.214,0.557,0.343,-0.214,0.557

,,,,迎风面,,背风面,,,,,,9,11,34.333,1.73,1.48,0.94,0.55,0.94,0.76,0.685,0.760,1.00,0.436,1.00,0.456,0.337,-0.211,0.547,0.337,-0.211,0.547

,,,Wind,0.8,,-0.5,,,,0.375,,10,12,33.000,1.71,1.47,0.92,0.54,0.92,0.73,0.646,0.732,1.00,0.427,1.00,0.447,0.331,-0.207,0.538,0.331,-0.207,0.538

,,,,,,,0.375,,,,,11,13,31.667,1.69,1.45,0.90,0.52,0.90,0.70,0.608,0.705,1.00,0.419,1.00,0.438,0.325,-0.203,0.528,0.325,-0.203,0.528

,,,,,-0.7,,,,,0.317,,12,14,30.333,1.68,1.43,0.89,0.51,0.89,0.67,0.569,0.678,1.00,0.411,1.00,0.429,0.319,-0.199,0.518,0.319,-0.199,0.518

,,,,,侧风面,,0.317,,,,,13,15,29.000,1.66,1.41,0.87,0.51,0.87,0.64,0.531,0.652,1.00,0.402,1.00,0.421,0.313,-0.195,0.508,0.313,-0.195,0.508

,,,,,,,,,,0.234,,14,16,27.667,1.64,1.38,0.85,0.51,0.85,0.61,0.494,0.625,1.00,0.394,1.00,0.412,0.306,-0.191,0.498,0.306,-0.191,0.498

,1、,设计条件：,,,,,,,,StoSWind,,15,17,26.333,1.62,1.36,0.83,0.51,0.83,0.59,0.457,0.599,1.00,0.386,1.00,0.404,0.300,-0.187,0.487,0.300,-0.187,0.487

,,,,数值取自技术协议,,,F&AWind,0.234,,,,16,18,25.000,1.60,1.34,0.81,0.51,0.81,0.56,0.420,0.573,1.00,0.378,1.00,0.395,0.293,-0.183,0.476,0.293,-0.183,0.476

,,,,设计风速v=,26.8,(m/s),,,,,,17,19,23.667,1.58,1.32,0.79,0.51,0.79,0.53,0.385,0.547,1.00,0.370,1.00,0.386,0.286,-0.179,0.465,0.286,-0.179,0.465

,,,,基本风压ω0=,0.45,(kN/m^2),,,,,,18,20,22.333,1.56,1.29,0.77,0.51,0.77,0.50,0.350,0.522,1.00,0.361,1.00,0.378,0.279,-0.174,0.453,0.279,-0.174,0.453

,,,,地面粗糙度类别=,C类,,,,,,,19,21,21.000,1.53,1.27,0.75,0.51,0.75,0.47,0.316,0.496,1.00,0.353,1.00,0.369,0.271,-0.170,0.441,0.271,-0.170,0.441

,2、,计算输入条件：,,,,,,,,,,20,22,19.667,1.51,1.24,0.73,0.51,0.73,0.44,0.283,0.471,1.00,0.345,1.00,0.361,0.264,-0.165,0.428,0.264,-0.165,0.428

,,,,炉宽B1=,62.000,(m),,,,,,21,23,18.333,1.49,1.21,0.71,0.51,0.71,0.41,0.251,0.445,1.00,0.336,1.00,0.352,0.256,-0.160,0.415,0.256,-0.160,0.415

,,,,炉深B2=,46.000,(m),,,,,,22,24,17.000,1.46,1.19,0.69,0.51,0.69,0.38,0.220,0.420,1.00,0.328,1.00,0.343,0.247,-0.155,0.402,0.247,-0.155,0.402

,,,,炉高H=,45.000,(m),(本类别场地，结构总高度H值不应大于450m。),,,,,23,25,15.667,1.43,1.15,0.66,0.51,0.66,0.35,0.191,0.394,1.00,0.319,1.00,0.333,0.239,-0.149,0.388,0.239,-0.149,0.388

,,,,雨棚顶高Hp=,45.000,(m),,,,,,24,26,14.333,1.40,1.12,0.65,0.51,0.65,0.32,0.163,0.368,1.00,0.304,1.00,0.318,0.234,-0.146,0.380,0.234,-0.146,0.380

,,,,计算高度z=,30.000,(m),,,,,,25,27,13.000,1.37,1.09,0.65,0.51,0.65,0.29,0.137,0.342,1.00,0.282,1.00,0.295,0.234,-0.146,0.380,0.234,-0.146,0.380

,,,,结构阻尼比ζ1=,0.02,(-),(见附注1),,,,,26,28,11.667,1.33,1.05,0.65,0.51,0.65,0.26,0.113,0.315,1.00,0.260,1.00,0.272,0.234,-0.146,0.380,0.234,-0.146,0.380

,,,,结构自振周期T1=,1.48,(s),(本体按框架结构体系T1=0.0853*H^0.75计算),,,,,27,29,10.333,1.29,1.01,0.65,0.51,0.65,0.23,0.090,0.288,1.00,0.238,1.00,0.249,0.234,-0.146,0.380,0.234,-0.146,0.380

,,,,频率f1=,0.67,(Hz),(频率f1=1/T1),,,,,28,30,9.000,1.25,1.00,0.65,0.51,0.65,0.20,0.070,0.260,1.00,0.215,1.00,0.225,0.234,-0.146,0.380,0.234,-0.146,0.380

,,,,μz地形修正系数η=,1.0,(-),(按第8.2.2条计算取值，本计算未涉及),,,,,29,31,7.667,1.20,1.00,0.65,0.51,0.65,0.17,0.052,0.232,1.00,0.191,1.00,0.200,0.234,-0.146,0.380,0.234,-0.146,0.380

,3、,在高度z=30m处，风荷载标准值计算：,,,,,,,,,,30,32,6.333,1.15,1.00,0.65,0.51,0.65,0.14,0.036,0.202,1.00,0.166,1.00,0.174,0.234,-0.146,0.380,0.234,-0.146,0.380

,,a).,体型系数μs，与整体一致，见上图示3；,,,,,,,,,31,33,5.000,1.09,1.00,0.65,0.51,0.65,0.11,0.023,0.170,1.00,0.141,1.00,0.147,0.234,-0.146,0.380,0.234,-0.146,0.380

,,b).,风压高度变化系数μz：,,,,,,,,,32,34,0.000,1.09,1.00,0.65,0.51,0.65,0.00,0.000,0.000,1.00,0.000,1.00,0.000,0.234,-0.146,0.380,0.234,-0.146,0.380

,,,μz按GB50009-2012《建筑结构荷载规范》条文说明进行计算，则,,,,,,,,,z,35,30.000,1.67,1.42,0.88,0.51,0.88,0.67,0.560,0.671,1.00,0.408,1.00,0.427,,,,,,

,,,,,,F&AWind,StoSWind,单位,,,,,,,,,,,,,,,,,,,,,,,,

,,,,μz=0.544*(z/10)^0.44=,,0.882,0.882,(-),,,,粗糙度类别,,A,B,C,D,,高层,ρz=,0.812,,ρx=,0.830,ρx=,0.868,,,,,,

,,c).,对于高度大于30m且高宽比大于1.5的房屋，以及基本自振周期T1大于0.25(s)的各种高耸结构，应考虑风压脉动,,,,,,,,,高层,k,0.944,0.670,0.295,0.112,,,k=,0.295,,,,,,,,,,,

,,,对结构产生顺风风振的影响。,,各迎风面参数对比上述条件，因此下面画删除线处取βz=1，计算步骤可忽略。,,,,,,,,a1,0.155,0.187,0.261,0.346,,,a1=,0.261,,,,,,,,,,,

,,,高度z处，风振系数βz按下述公式计算：,,,,,,,,,高耸,k,1.276,0.910,0.404,0.155,,,kw=,0.54,,,,,,,,,,,

,,,,,,F&AWind,StoSWind,单位,,,,,a1,0.186,0.218,0.292,0.376,,,x1=,41.1,,,,,,,,,,,

,,,,,迎风面高宽比H/B=,0.73,0.98,(-),,,,修正系数,kw,1.28,1.00,0.54,0.26,,,R=,1.48,,,,,,,,,,,

,,,,,,1.840,1.878,(-),(按公式8.4.3),,,湍流强度,I10,0.12,0.14,0.23,0.39,,,I10=,0.23,,,,,,,,,,,

,,,,,峰值因子g=,2.50,2.50,(-),(按第8.4.3条),,,,,,,,,,,g=,2.50,,,,,,,,,,,

,,,,,10m高度名义湍流强度I10=,0.23,0.23,(-),(按第8.4.3条),,,A,μz=1.284*(z/10)^0.24=,,,,,,,,,,,,,,,,,,,

,共振分量因子：,,,,,1.482,1.482,(-),(按公式8.4.4-1),,,B,μz=1.000*(z/10)^0.30=,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,C,μz=0.544*(z/10)^0.44=,,,,,,,,,,,,,,,,,,,

,其中：,,,,,41.07,41.07,(-),(按公式8.4.4-2),,,D,μz=0.262*(z/10)^0.60=,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,kw=,0.54,0.54,(-),(按第8.4.4条),,,,,,,,,,,,,,,,,,,,,,,

,背景分量因子：,,,,,0.408,0.427,(-),(按公式8.4.5),,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,其中：,,,,,0.812,0.812,(-),(按公式8.4.6-1),,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,0.830,0.868,(-),(按公式8.4.6-2),,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,0.671,0.671,(-),(条文说明8.4.7),,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,k=,0.295,0.295,(-),(按表8.4.5-1取高层),,,,,,,,,,,,,,,,,,,,,,,

,,,,,a1=,0.261,0.261,(-),(按表8.4.5-1取高层),,,,,,,,,,,,,,,,,,,,,,,

,,d).,高度z处风荷载标准值计算：,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,综合上述计算结果，在高度z处的各风向风荷载标准：,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,F&AWind,StoSWind,单位,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,风振系数βz=,1.000,1.000,(-),,,,,,,,,,,,,,,,,,,,,,,,

,,,,,迎风面体型系数μsw=,0.8,0.8,(-),,,,,,,,,,,,,,,,,,,,,,,,

,,,,,背风面体型系数μsl=,-0.5,-0.5,(-),,,,,,,,,,,,,,,,,,,,,,,,

,,,,,侧风面体型系数μss=,-0.7,-0.7,(-),,,,,,,,,,,,,,,,,,,,,,,,

,,,,,"风压高度变

化系数μz=",0.882,0.882,(-),,,,,,,,,,,,,,,,,,,,,,,,

,,,,,迎风面风荷载标准值ωkw=,0.317,0.317,(kN/m^2),,,,,,,,,,,,,,,,,,,,,,,,

,,,,,背风面风荷载标准值ωkl=,-0.198,-0.198,(kN/m^2),,,,,,,,,,,,,,,,,,,,,,,,

,,,,,侧风面风荷载标准值ωks=,-0.278,-0.278,(kN/m^2),,,,,,,,,,,,,,,,,,,,,,,,

,4、,整体风荷载计算：,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,a).,整体风荷载标准值ωk，计算时仅考虑迎风面和背风面之和，即以μs=0.8+0.5=1.3计算整体水平风荷载。,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,表1---整体风荷载标准值ωk：,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,序号,高度,高差,μz,F&AWind,,StoSWind,,,,,,,,,,,,,,,,,,,,,,,,

,,,z,hi,,βz,合计ωk,βz,合计ωk,,,,,,,,,,,,,,,,,,,,,,,

,,(-),(m),(m),(-),(-),(kN/m^2),(-),(kN/m^2),,,,,,,,,,,,,,,,,,,,,,,

,,1,45.000,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,2,43.667,1.33,1.04,1.00,0.609,1.00,0.609,,,,,,,,,,,,,,,,,,,,,,,

,,3,42.333,1.33,1.03,1.00,0.600,1.00,0.600,,,,,,,,,,,,,,,,,,,,,,,

,,4,41.000,1.33,1.01,1.00,0.592,1.00,0.592,,,,,,,,,,,,,,,,,,,,,,,

,,5,39.667,1.33,1.00,1.00,0.583,1.00,0.583,,,,,,,,,,,,,,,,,,,,,,,

,,6,38.333,1.33,0.98,1.00,0.575,1.00,0.575,,,,,,,,,,,,,,,,,,,,,,,

,,7,37.000,1.33,0.97,1.00,0.566,1.00,0.566,,,,,,,,,,,,,,,,,,,,,,,

,,8,35.667,1.33,0.95,1.00,0.557,1.00,0.557,,,,,,,,,,,,,,,,,,,,,,,

,,9,34.333,1.33,0.94,1.00,0.547,1.00,0.547,,,,,,,,,,,,,,,,,,,,,,,

,,10,33.000,1.33,0.92,1.00,0.538,1.00,0.538,,,,,,,,,,,,,,,,,,,,,,,

,,11,31.667,1.33,0.90,1.00,0.528,1.00,0.528,,,,,,,,,,,,,,,,,,,,,,,

,,12,30.333,1.33,0.89,1.00,0.518,1.00,0.518,,,,,,,,,,,,,,,,,,,,,,,

,,13,29.000,1.33,0.87,1.00,0.508,1.00,0.508,,,,,,,,,,,,,,,,,,,,,,,

,,14,27.667,1.33,0.85,1.00,0.498,1.00,0.498,,,,,,,,,,,,,,,,,,,,,,,

,,15,26.333,1.33,0.83,1.00,0.487,1.00,0.487,,,,,,,,,,,,,,,,,,,,,,,

,,16,25.000,1.33,0.81,1.00,0.476,1.00,0.476,,,,,,,,,,,,,,,,,,,,,,,

,,17,23.667,1.33,0.79,1.00,0.465,1.00,0.465,,,,,,,,,,,,,,,,,,,,,,,

,,18,22.333,1.33,0.77,1.00,0.453,1.00,0.453,,,,,,,,,,,,,,,,,,,,,,,

,,19,21.000,1.33,0.75,1.00,0.441,1.00,0.441,,,,,,,,,,,,,,,,,,,,,,,

,,20,19.667,1.33,0.73,1.00,0.428,1.00,0.428,,,,,,,,,,,,,,,,,,,,,,,

,,21,18.333,1.33,0.71,1.00,0.415,1.00,0.415,,,,,,,,,,,,,,,,,,,,,,,

,,22,17.000,1.33,0.69,1.00,0.402,1.00,0.402,,,,,,,,,,,,,,,,,,,,,,,

,,23,15.667,1.33,0.66,1.00,0.388,1.00,0.388,,,,,,,,,,,,,,,,,,,,,,,

,,24,14.333,1.33,0.65,1.00,0.380,1.00,0.380,,,,,,,,,,,,,,,,,,,,,,,

,,25,13.000,1.33,0.65,1.00,0.380,1.00,0.380,,,,,,,,,,,,,,,,,,,,,,,

,,26,11.667,1.33,0.65,1.00,0.380,1.00,0.380,,,,,,,,,,,,,,,,,,,,,,,

,,27,10.333,1.33,0.65,1.00,0.380,1.00,0.380,,,,,,,,,,,,,,,,,,,,,,,

,,28,9.000,1.33,0.65,1.00,0.380,1.00,0.380,,,,,,,,,,,,,,,,,,,,,,,

,,29,7.667,1.33,0.65,1.00,0.380,1.00,0.380,,,,,,,,,,,,,,,,,,,,,,,

,,30,6.333,1.33,0.65,1.00,0.380,1.00,0.380,,,,,,,,,,,,,,,,,,,,,,,

,,31,5.000,1.33,0.65,1.00,0.380,1.00,0.380,,,,,,,,,,,,,,,,,,,,,,,

,,32,0.000,5.00,0.65,1.00,0.380,1.00,0.380,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,b).,各方向风荷载水平力、剪力及弯矩计算汇总：,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,表2---F&A风向水平力、剪力及弯矩表：,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,序号,高度,高差,F&AWind,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,z,hi,合计ωk,受风面积Ai,水平力Fi,水平剪力Qi,弯矩M,,,,,,,,,,,,,,,,,,,,,,,

,,(-),(m),(m),(kN/m^2),(m^2),(kN),(kN),(kN-m),,,,,,,,,,,,,,,,,,,,,,,

,,1,45.000,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,2,43.667,1.33,0.609,82.7,50.3,50.3,33.5,,,,,,,,,,,,,,,,,,,,,,,

,,3,42.333,1.33,0.600,82.7,49.6,99.9,133.7,,,,,,,,,,,,,,,,,,,,,,,

,,4,41.000,1.33,0.592,82.7,48.9,148.9,299.6,,,,,,,,,,,,,,,,,,,,,,,

,,5,39.667,1.33,0.583,82.7,48.2,197.1,530.2,,,,,,,,,,,,,,,,,,,,,,,

,,6,38.333,1.33,0.575,82.7,47.5,244.6,824.7,,,,,,,,,,,,,,,,,,,,,,,

,,7,37.000,1.33,0.566,82.7,46.8,291.4,1182.0,,,,,,,,,,,,,,,,,,,,,,,

,,8,35.667,1.33,0.557,82.7,46.0,337.4,1601.2,,,,,,,,,,,,,,,,,,,,,,,

,,9,34.333,1.33,0.547,82.7,45.3,382.7,2081.3,,,,,,,,,,,,,,,,,,,,,,,

,,10,33.000,1.33,0.538,82.7,44.5,427.1,2621.2,,,,,,,,,,,,,,,,,,,,,,,

,,11,31.667,1.33,0.528,82.7,43.7,470.8,3219.8,,,,,,,,,,,,,,,,,,,,,,,

,,12,30.333,1.33,0.518,82.7,42.9,513.7,3876.1,,,,,,,,,,,,,,,,,,,,,,,

,,13,29.000,1.33,0.508,82.7,42.0,555.7,4589.1,,,,,,,,,,,,,,,,,,,,,,,

,,14,27.667,1.33,0.498,82.7,41.2,596.9,5357.4,,,,,,,,,,,,,,,,,,,,,,,

,,15,26.333,1.33,0.487,82.7,40.3,637.1,6180.1,,,,,,,,,,,,,,,,,,,,,,,

,,16,25.000,1.33,0.476,82.7,39.4,676.5,7055.9,,,,,,,,,,,,,,,,,,,,,,,

,,17,23.667,1.33,0.465,82.7,38.4,714.9,7983.5,,,,,,,,,,,,,,,,,,,,,,,

,,18,22.333,1.33,0.453,82.7,37.5,752.4,8961.7,,,,,,,,,,,,,,,,,,,,,,,

,,19,21.000,1.33,0.441,82.7,36.5,788.8,9989.1,,,,,,,,,,,,,,,,,,,,,,,

,,20,19.667,1.33,0.428,82.7,35.4,824.3,11064.5,,,,,,,,,,,,,,,,,,,,,,,

,,21,18.333,1.33,0.415,82.7,34.3,858.6,12186.4,,,,,,,,,,,,,,,,,,,,,,,

,,22,17.000,1.33,0.402,82.7,33.2,891.8,13353.4,,,,,,,,,,,,,,,,,,,,,,,

,,23,15.667,1.33,0.388,82.7,32.0,923.9,14563.8,,,,,,,,,,,,,,,,,,,,,,,

,,24,14.333,1.33,0.380,82.7,31.4,955.3,15816.6,,,,,,,,,,,,,,,,,,,,,,,

,,25,13.000,1.33,0.380,82.7,31.4,986.7,17111.3,,,,,,,,,,,,,,,,,,,,,,,

,,26,11.667,1.33,0.380,82.7,31.4,1018.2,18447.9,,,,,,,,,,,,,,,,,,,,,,,

,,27,10.333,1.33,0.380,82.7,31.4,1049.6,19826.4,,,,,,,,,,,,,,,,,,,,,,,

,,28,9.000,1.33,0.380,82.7,31.4,1081.1,21246.9,,,,,,,,,,,,,,,,,,,,,,,

,,29,7.667,1.33,0.380,82.7,31.4,1112.5,22709.3,,,,,,,,,,,,,,,,,,,,,,,

,,30,6.333,1.33,0.380,82.7,31.4,1143.9,24213.5,,,,,,,,,,,,,,,,,,,,,,,

,,31,5.000,1.33,0.380,82.7,31.4,1175.4,25759.8,,,,,,,,,,,,,,,,,,,,,,,

,,32,0.000,5.00,0.380,310.0,117.9,1293.3,31931.4,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,合计,1293.3,1293.3,31931.4,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,表3---StoS风向水平力、剪力及弯矩表：,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,序号,高度,高差,StoSWind,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,z,hi,合计ωk,受风面积Ai,水平力Fi,水平剪力Qi,弯矩M,,,,,,,,,,,,,,,,,,,,,,,

,,(-),(m),(m),(kN/m^2),(m^2),(kN),(kN),(kN-m),,,,,,,,,,,,,,,,,,,,,,,

,,1,45.000,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,2,43.667,1.33,0.609,61.3,37.3,37.3,24.9,,,,,,,,,,,,,,,,,,,,,,,

,,3,42.333,1.33,0.600,61.3,36.8,74.1,99.2,,,,,,,,,,,,,,,,,,,,,,,

,,4,41.000,1.33,0.592,61.3,36.3,110.5,222.3,,,,,,,,,,,,,,,,,,,,,,,

,,5,39.667,1.33,0.583,61.3,35.8,146.2,393.4,,,,,,,,,,,,,,,,,,,,,,,

,,6,38.333,1.33,0.575,61.3,35.2,181.5,611.9,,,,,,,,,,,,,,,,,,,,,,,

,,7,37.000,1.33,0.566,61.3,34.7,216.2,877.0,,,,,,,,,,,,,,,,,,,,,,,

,,8,35.667,1.33,0.557,61.3,34.1,250.3,1188.0,,,,,,,,,,,,,,,,,,,,,,,

,,9,34.333,1.33,0.547,61.3,33.6,283.9,1544.2,,,,,,,,,,,,,,,,,,,,,,,

,,10,33.000,1.33,0.538,61.3,33.0,316.9,1944.7,,,,,,,,,,,,,,,,,,,,,,,

,,11,31.667,1.33,0.528,61.3,32.4,349.3,2388.9,,,,,,,,,,,,,,,,,,,,,,,

,,12,30.333,1.33,0.518,61.3,31.8,381.1,2875.9,,,,,,,,,,,,,,,,,,,,,,,

,,13,29.000,1.33,0.508,61.3,31.2,412.3,3404.8,,,,,,,,,,,,,,,,,,,,,,,

,,14,27.667,1.33,0.498,61.3,30.5,442.8,3974.9,,,,,,,,,,,,,,,,,,,,,,,

,,15,26.333,1.33,0.487,61.3,29.9,472.7,4585.2,,,,,,,,,,,,,,,,,,,,,,,

,,16,25.000,1.33,0.476,61.3,29.2,501.9,5235.0,,,,,,,,,,,,,,,,,,,,,,,

,,17,23.667,1.33,0.465,61.3,28.5,530.4,5923.2,,,,,,,,,,,,,,,,,,,,,,,

,,18,22.333,1.33,0.453,61.3,27.8,558.2,6649.0,,,,,,,,,,,,,,,,,,,,,,,

,,19,21.000,1.33,0.441,61.3,27.0,585.3,7411.3,,,,,,,,,,,,,,,,,,,,,,,

,,20,19.667,1.33,0.428,61.3,26.3,611.5,8209.2,,,,,,,,,,,,,,,,,,,,,,,

,,21,18.333,1.33,0.415,61.3,25.5,637.0,9041.5,,,,,,,,,,,,,,,,,,,,,,,

,,22,17.000,1.33,0.402,61.3,24.6,661.7,9907.3,,,,,,,,,,,,,,,,,,,,,,,

,,23,15.667,1.33,0.388,61.3,23.8,685.4,10805.4,,,,,,,,,,,,,,,,,,,,,,,

,,24,14.333,1.33,0.380,61.3,23.3,708.8,11734.9,,,,,,,,,,,,,,,,,,,,,,,

,,25,13.000,1.33,0.380,61.3,23.3,732.1,12695.5,,,,,,,,,,,,,,,,,,,,,,,

,,26,11.667,1.33,0.380,61.3,23.3,755.4,13687.2,,,,,,,,,,,,,,,,,,,,,,,

,,27,10.333,1.33,0.380,61.3,23.3,778.7,14709.9,,,,,,,,,,,,,,,,,,,,,,,

,,28,9.000,1.33,0.380,61.3,23.3,802.1,15763.8,,,,,,,,,,,,,,,,,,,,,,,

,,29,7.667,1.33,0.380,61.3,23.3,825.4,16848.8,,,,,,,,,,,,,,,,,,,,,,,

,,30,6.333,1.33,0.380,61.3,23.3,848.7,17964.9,,,,,,,,,,,,,,,,,,,,,,,

,,31,5.000,1.33,0.380,61.3,23.3,872.1,19112.1,,,,,,,,,,,,,,,,,,,,,,,