《电梯塔计算书》word版.doc

工 程 名：设 计 单 位：计 算 人：计 算 时 间：09:50:56 05/30/14工 程 负 责 人：检 查：审 核：一、设计依据 钢结构设计规范 （GB50017-2003） 建筑结构荷载规范 （GB50009-2001） 建筑抗震设计规范 （GB50011-2001） 建筑地基基础设计规范 （GB50007-2002） 建筑钢结构焊接规程 （JGJ181-2002） 钢结构高强度螺栓连接的设计，施工及验收规程（JGJ82-91）二、计算简图 计算简图 (圆表示支座，数字为节点号)三、几何信息 各单元信息如下表：单元号截面名称长度(m)面积(mm2)绕2轴惯性矩(x104mm4)绕3轴惯性矩(x104mm4)绕2轴计算长度系数绕3轴计算长度系数小节点释放大节点释放1B120x51.40423005085081.0001.000-2B120x51.40423005085081.0001.000-3B120x51.40423005085081.0001.000-4B120x52.20623005085081.0001.000-5B120x52.00523005085081.0001.000-6B120x51.40423005085081.0001.000-7B120x51.40423005085081.0001.000-8B120x52.00523005085081.0001.000-9B120x52.20623005085081.0001.000-10B120x51.40423005085081.0001.000-11B120x51.40423005085081.0001.000-12B120x51.40423005085081.0001.000-13B120x51.40423005085081.0001.000-14B120x51.40423005085081.0001.000-15B120x53.23023005085080.5570.557-16B120x51.65723005085081.0001.000-17B120x51.65723005085081.0001.000-18B120x51.65723005085081.0001.000-19B120x51.65723005085081.0001.000-20B120x51.65723005085081.0001.000-21B120x51.65723005085081.0001.000-22B120x51.65723005085081.0001.000-23B120x51.65723005085081.0001.000-24B120x50.76523005085081.0001.000-25B120x50.76523005085081.0001.000-26B120x50.76523005085081.0001.000-27B120x50.76523005085081.0001.000-28B120x50.76523005085081.0001.000-29B120x50.76523005085081.0001.000-30B120x50.76523005085081.0001.000-31B120x50.76523005085081.0001.000-32B120x51.40423005085081.0001.000-33B120x52.20623005085081.0001.000-34B120x52.00523005085081.0001.000-35B120x51.40423005085081.0001.000-36B120x50.94623005085082.0002.000-37B120x51.88123005085081.0001.000-38B120x51.90023005085081.0001.000-39B120x51.89223005085081.0001.000-40B120x51.89223005085081.0001.000-41B120x51.89223005085081.0001.000-42B120x51.89223005085081.0001.000-43B120x51.89223005085081.0001.000-44B100x52.04819002872871.0001.000-45B100x52.04819002872871.0001.000-46B100x52.04819002872871.0001.000-47B100x52.04819002872871.0001.000-48B100x52.04819002872871.0001.000-49B100x52.04819002872871.0001.000-50B100x52.04819002872871.0001.000-51B100x52.04819002872871.0001.000-52B100x51.97019002872871.0001.000-53B100x51.97019002872871.0001.000-54B100x51.97019002872871.0001.000-55B100x51.97019002872871.0001.000-56B100x51.97019002872871.0001.000-57B100x51.97019002872871.0001.000-58B100x51.97019002872871.0001.000-59B100x51.97019002872871.0001.000-60B100x51.76919002872871.0001.000-61B100x51.76919002872871.0001.000-62B100x51.76919002872871.0001.000-63B100x51.76919002872871.0001.000-64B100x51.76919002872871.0001.000-65B100x50.76519002872871.0001.000-66B100x50.76519002872871.0001.000-67B100x50.76519002872871.0001.000-68B100x50.76519002872871.0001.000-69B100x50.76519002872871.0001.000-70B100x50.76519002872871.0001.000-71B100x50.76519002872871.0001.000-72B100x50.76519002872871.0001.000-73B100x50.76519002872871.0001.000-74B100x50.76519002872871.0001.000-75B100x50.76519002872871.0001.000-76B100x50.76519002872871.0001.000-77B100x50.76519002872871.0001.000-78B100x50.76519002872871.0001.000-79B100x50.76519002872871.0001.000-80B100x50.76519002872871.0001.000-81B120x51.40423005085081.0001.000-82B120x51.40423005085081.0001.000-83B120x52.20623005085081.0001.000-84B120x52.00523005085081.0001.000-85B120x52.00523005085081.0001.000-86B120x52.20623005085081.0001.000-87B120x51.40423005085081.0001.000-88B120x51.40423005085081.0001.000-89B120x51.40423005085081.0001.000-90B50x42.69373626261.0001.000-91B50x42.69373626261.0001.000-92B50x42.69373626261.0001.000-93B50x42.69373626261.0001.000-94B100x52.50019002872870.7490.749-95B100x53.70019002872871.0001.000-96B100x51.00019002872871.0001.000-97B100x51.00019002872871.0001.000-98B100x51.00019002872871.0001.000-99B100x51.00019002872871.0001.000-100B100x51.00019002872871.0001.000-101B100x51.00019002872871.0001.000-102B100x51.00019002872871.0001.000-103B100x51.00019002872871.0001.000-104B120x51.16523005085081.0001.000-105B120x51.00023005085081.0001.000-106B120x51.00023005085081.0001.000-107B120x51.16523005085081.0001.000-108B120x51.16523005085081.0001.000-109B120x51.00023005085081.0001.000-110B120x51.00023005085081.0001.000-111B120x51.16523005085081.0001.000-112B120x51.16523005085081.0001.000-113B120x51.00023005085081.0001.000-114B120x51.00023005085081.0001.000-115B120x51.16523005085081.0001.000-116B120x51.16523005085081.0001.000-117B120x51.00023005085081.0001.000-118B120x51.00023005085081.0001.000-119B120x51.16523005085081.0001.000-120B120x51.65023005085080.6780.724-121B120x51.58023005085080.7180.785-122B120x51.65023005085080.7240.678-123B120x51.58023005085080.7860.718-124B120x51.65023005085080.7240.678-125B120x51.58023005085080.7850.718-126B120x51.65023005085080.6780.724-127B120x51.58023005085080.7180.786-128B120x51.65023005085080.6780.724-129B120x51.58023005085080.7180.786-130B120x51.65023005085080.7240.678-131B120x51.58023005085080.7850.718-132B120x51.65023005085080.6780.724-133B120x51.58023005085080.7180.785-134B120x51.65023005085080.7240.678-135B120x51.58023005085080.7860.718-136B120x51.40423005085081.0001.000-137B120x51.40423005085081.0001.000-138B120x51.40423005085081.0001.000-139B120x51.40423005085081.0001.000-140B120x51.40423005085081.0001.000-141B120x51.40423005085081.0001.000-142B120x52.00523005085081.0001.000-143B120x50.94623005085082.0002.000-144B120x51.40423005085081.0001.000-145B120x52.20623005085081.0001.000-四、荷载信息 结构重要性系数： 1.00 (一). (恒、活、风) 节点、单元荷载信息 1.节点荷载 2.单元荷载 (1).工况号: 0 *输入荷载库中的荷载: 序号类型方向Q1Q2X1(mm)X2(mm)1分布荷载Z-1.0-1.00.00.0 单元荷载分布图: 单元荷载序号1分布图（实粗线表示荷载作用的单元） *输入的面荷载: 序号荷载类型导荷方式体形系数面荷载值(基本风压)1恒载双向杆件-1.00 面荷载分布图: 面荷载序号1分布图（实线表示荷载分配到的单元） (2).工况号: 1 *输入的面荷载: 序号荷载类型导荷方式体形系数面荷载值(基本风压)1活载双向杆件-0.50 面荷载分布图: 面荷载序号1分布图（实线表示荷载分配到的单元） *以下为单元荷载图: 单位：力(kN)；分布力(kN/m)；弯距(kN.m)；分布弯距(kN.m/m)第 0 工况单元荷载简图第 1 工况单元荷载简图 (二). 其它荷载信息 (1). 地震作用 规范： 建筑抗震设计规范（GB50011-2001） 地震烈度： 6度(0.05g) 水平地震影响系数最大值： 0.04 计算振型数： 9 建筑结构阻尼比： 0.035 特征周期值： 0.35 地震影响： 多遇地震 场地类别： 类 地震分组： 第一组 周期折减系数： 1.00 地震力计算方法： 振型分解法振型号周期（秒）10.796520.738030.583940.582650.475860.301070.297180.218290.2044 (2). 温度作用 (三). 荷载组合 (1) 1.20 恒载 + 1.30 水平地震 (2) 1.00 恒载 + 1.30 水平地震 (3) 1.20 恒载 (4) 1.35 恒载 + 1.40 x 0.70 活载工况1 (5) 1.20 恒载 + 1.40 活载工况1 (6) 1.00 恒载 + 1.40 活载工况1 (7) 1.20 恒载 + 1.20 x 0.50 活载工况1 + 1.30 水平地震 (8) 1.00 恒载 + 1.00 x 0.50 活载工况1 + 1.30 水平地震五、内力位移计算结果 (一). 内力 1.工况内力 2.组合内力 3.最不利内力各效应组合下最大支座反力设计值(单位：kN、kN.m)节点号控制组合号组合序号NxNyNzMxMyMzNx最大111.1-1.015.70.00.00.0Ny最大830.4-0.514.20.00.00.0Nz最大410.5-1.217.20.00.00.0Mx最大111.1-1.015.70.00.00.0My最大111.1-1.015.70.00.00.0Mz最大111.1-1.015.70.00.00.067合力最大410.5-1.217.20.00.00.0Nx最小82-0.3-1.012.40.00.00.0Ny最小140.4-1.613.90.00.00.0Nz最小840.3-1.411.30.00.00.0Mx最小111.1-1.015.70.00.00.0My最小111.1-1.015.70.00.00.0Mz最小111.1-1.015.70.00.00.0Nx最大414.1-1.759.90.00.00.0Ny最大233.1-0.646.20.00.00.0Nz最大414.1-1.759.90.00.00.0Mx最大114.0-1.452.70.00.00.0My最大114.0-1.452.70.00.00.0Mz最大114.0-1.452.70.00.00.068合力最大414.1-1.759.90.00.00.0Nx最小222.4-1.440.80.00.00.0Ny最小743.4-2.248.90.00.00.0Nz最小242.7-1.938.80.00.00.0Mx最小114.0-1.452.70.00.00.0My最小114.0-1.452.70.00.00.0Mz最小114.0-1.452.70.00.00.0Nx最大712.70.934.60.00.00.0Ny最大732.21.431.90.00.00.0Nz最大712.70.934.60.00.00.0Mx最大112.70.934.10.00.00.0My最大112.70.934.10.00.00.0Mz最大112.70.934.10.00.00.069合力最大712.70.934.60.00.00.0Nx最小221.10.620.80.00.00.0Ny最小241.70.123.50.00.00.0Nz最小221.10.620.80.00.00.0Mx最小112.70.934.10.00.00.0My最小112.70.934.10.00.00.0Mz最小112.70.934.10.00.00.0Nx最大810.3-0.813.10.00.00.0Ny最大83-0.3-0.514.20.00.00.0Nz最大41-0.5-1.217.20.00.00.0Mx最大110.2-1.015.70.00.00.0My最大110.2-1.015.70.00.00.0Mz最大110.2-1.015.70.00.00.070合力最大41-0.5-1.217.20.00.00.0Nx最小12-1.1-1.215.00.00.00.0Ny最小14-0.5-1.613.90.00.00.0Nz最小84-0.4-1.411.40.00.00.0Mx最小110.2-1.015.70.00.00.0My最小110.2-1.015.70.00.00.0Mz最小110.2-1.015.70.00.00.0Nx最大711.41.928.60.00.00.0Ny最大730.82.430.50.00.00.0Nz最大410.92.130.50.00.00.0Mx最大111.41.828.20.00.00.0My最大111.41.828.20.00.00.0Mz最大111.41.828.20.00.00.071合力最大730.82.430.50.00.00.0Nx最小220.01.420.50.00.00.0Ny最小240.60.918.60.00.00.0Nz最小240.60.918.60.00.00.0Mx最小111.41.828.20.00.00.0My最小111.41.828.20.00.00.0Mz最小111.41.828.20.00.00.0Nx最大21-2.4-1.144.50.00.00.0Ny最大23-2.7-0.646.50.00.00.0Nz最大41-4.1-1.760.40.00.00.0Mx最大11-3.0-1.453.10.00.00.0My最大11-3.0-1.453.10.00.00.0Mz最大11-3.0-1.453.10.00.00.072合力最大41-4.1-1.760.40.00.00.0Nx最小41-4.1-1.760.40.00.00.0Ny最小74-3.8-2.249.30.00.00.0Nz最小24-3.1-1.939.20.00.00.0Mx最小11-3.0-1.453.10.00.00.0My最小11-3.0-1.453.10.00.00.0Mz最小11-3.0-1.453.10.00.00.0Nx最大21-0.01.523.70.00.00.0Ny最大73-0.82.430.40.00.00.0Nz最大73-0.82.430.40.00.00.0Mx最大11-0.21.828.10.00.00.0My最大11-0.21.828.10.00.00.0Mz最大11-0.21.828.10.00.00.073合力最大73-0.82.430.40.00.00.0Nx最小72-1.41.825.10.00.00.0Ny最小24-0.70.918.40.00.00.0Nz最小24-0.70.918.40.00.00.0Mx最小11-0.21.828.10.00.00.0My最小11-0.21.828.10.00.00.0Mz最小11-0.21.828.10.00.00.0Nx最大21-1.10.728.80.00.00.0Ny最大73-2.11.431.50.00.00.0Nz最大71-1.50.934.20.00.00.0Mx最大11-1.50.933.70.00.00.0My最大11-1.50.933.70.00.00.0Mz最大11-1.50.933.70.00.00.074合力最大71-1.50.934.20.00.00.0Nx最小72-2.70.726.00.00.00.0Ny最小24-1.80.023.20.00.00.0Nz最小22-2.30.620.50.00.00.0Mx最小11-1.50.933.70.00.00.0My最小11-1.50.933.70.00.00.0Mz最小11-1.50.933.70.00.00.0 4.内力统计轴力 N 最大的前 10 个单元的内力 (单位：M,KN,KN.M)序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯距M2弯距M3115413.23020.3-0.00.00.00.00.0294412.50015.50.0-0.00.0-0.0-0.03134411.6504.6-1.30.10.10.30.74130411.6504.31.60.2-0.10.4-1.0563410.0003.80.60.4-0.0-0.6-0.1662410.2953.81.20.0-0.0-0.40.1761410.1473.72.1-0.40.0-0.01.08103410.0003.41.20.10.1-0.00.49102410.0002.91.50.00.1-0.00.51064410.1471.60.60.80.2-0.5-0.2轴力 N 最小的前 10 个单元的内力 (单位：M,KN,KN.M)序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯距M2弯距M3113411.404-60.50.0-0.0-0.0-0.00.02139411.404-60.00.10.0-0.0-0.0-0.0314410.000-54.9-0.20.0-0.1-0.0-0.34140410.000-54.4-0.3-0.00.10.0-0.3532411.404-50.3-0.1-0.2-0.1-0.1-0.36141411.404-49.9-0.20.10.0-0.0-0.2733410.000-44.6-1.10.80.5-0.7-1.68145410.000-44.1-1.2-0.6-0.50.6-1.6934412.005-37.83.0-0.3-0.5-2.00.610142412.005-37.32.90.30.52.00.6弯距 M3 最大的前 10 个单元的内力 (单位：M,KN,KN.M)序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯距M2弯距M31116410.000-5.319.20.10.5-0.16.9234410.000-33.63.3-0.3-0.5-1.46.93142410.000-33.13.20.30.51.46.84115410.000-5.318.6-0.1-0.50.16.7520410.0000.18.1-0.02.30.15.7622410.0000.18.20.0-2.3-0.15.77119410.000-1.911.7-0.21.30.25.58112410.000-1.811.10.2-1.4-0.25.39128410.000-22.54.2-1.2-0.11.65.2105720.000-9.42.41.30.3-1.54.5弯距 M3 最小的前 10 个单元的内力 (单位：M,KN,KN.M)序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯距M2弯距M31116411.165-5.317.90.10.50.0-14.82115411.165-5.317.3-0.1-0.5-0.0-14.43119411.165-1.910.4-0.21.3-0.0-7.54112411.165-1.89.80.2-1.40.0-7.15117410.000-0.8-6.5-0.00.20.0-5.86114410.000-0.3-5.8-0.0-0.10.0-5.67132410.000-27.2-4.1-0.80.11.3-5.1822411.6570.14.50.0-2.30.0-4.8920411.6570.14.5-0.02.3-0.0-4.71021410.8290.1