3D3S龙门架地弹簧门计算 .doc

玻璃门龙门架计算书一、工程概况风荷载标准值1.3KN/m2玻璃自重：0.5KN/m2地震烈度:7度0.1g门楣承担玻璃自重竖向荷载及Y向风荷载。门立柱承担两侧玻璃传来的风荷载门两侧分格宽1.3m，风荷载1.3x1.3x0.8(门立柱节点高）=1.4KN门两侧恒荷节点荷载 1.3x0.8x0.5=0.52KN门楣承担玻璃自重节点荷载1.2(高）*1.2（宽）*0.5=0.72KN门楣承担玻璃风荷载节点荷载1.2(高）*1.2（宽）*1.3=1.87KN门扇风荷载产生节点荷载2*2.4*1.3/2=3.12KN以上荷载均转化为节点荷载。设计依据 钢结构设计规范 （GB50017-2003） 冷弯薄壁型钢结构技术规范 （GB50018-2002） 建筑结构荷载规范 （GB50009-2012） 建筑抗震设计规范 （GB50011-2010） 建筑地基基础设计规范 （GB50007-2011） 钢结构焊接规范 （GB50661-2011） 钢结构高强度螺栓连接的设计，施工及验收规程（JGJ82-2011）计算软件同济大学3D3S11.0版本二、计算简图 计算简图 (圆表示支座，数字为节点号) 节点编号图 单元编号图三、几何信息 各节点信息如下表：节点号x坐标(m)y坐标(m)z坐标(m)x向约束y向约束z向约束绕x约束绕y约束绕z约束10.3950.0510.00020.3950.0512.400 30.0950.0510.00040.0950.0512.400 50.3950.5510.00060.3950.5512.400 70.0950.5510.00080.0950.5512.400 96.3950.0512.400 100.3950.0512.700 116.3950.0512.700 126.3950.5512.400 136.3950.5512.700 140.3950.5512.700 156.3950.5510.000166.6950.5510.000176.6950.5512.400 186.3950.0510.000196.6950.0510.000206.6950.0512.400 210.0950.0512.700 220.0950.5512.700 236.6950.0512.700 246.6950.5512.700 252.7950.5512.400 263.9950.0512.400 271.5950.0512.400 282.7950.5512.700 293.9950.0512.700 301.5950.0512.700 313.9950.5512.700 321.5950.5512.700 332.7950.0512.400 343.9950.5512.400 352.7950.0512.700 361.5950.5512.400 375.1950.5512.400 385.1950.5512.700 395.1950.0512.400 405.1950.0512.700 416.6950.0511.600 426.6950.5510.800 436.3950.0511.600 446.3950.5510.800 456.3950.5511.600 460.3950.0511.600 470.3950.5510.800 480.0950.5511.600 490.0950.0511.600 500.0950.5510.800 516.6950.0510.800 520.3950.0510.800 536.6950.5511.600 546.3950.0510.800 550.3950.5511.600 560.0950.0510.800 572.3950.0512.400 584.3950.0512.400 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i节点释放j节点释放1方60x5.00.800103650500.6920.687-2方60x5.00.800103650500.8910.857-3方60x5.00.800103650500.9080.833-4方60x5.00.800103650500.6920.683-5方60x5.00.800103650500.8910.855-6方60x5.00.800103650500.9050.808-7方60x5.00.800103650500.7030.687-8方60x5.00.800103650500.8960.857-9方60x5.00.800103650500.9140.833-10方60x5.00.800103650500.7030.683-11方60x5.00.800103650500.8960.855-12方60x5.00.800103650500.9140.812-13方60x5.00.300103650500.9170.786-14方60x5.00.300103650500.9180.786-15方60x5.00.300103650500.9170.756-16方60x5.00.300103650500.9100.749-17方60x5.00.300103650501.0001.000-18方60x5.00.300103650501.0001.000-19方60x5.00.300103650501.0001.000-20方60x5.00.300103650501.0001.000-21方60x5.00.300103650500.9170.786-22方60x5.00.300103650500.9090.749-23方60x5.00.300103650500.9180.755-24方60x5.00.300103650500.9180.786-25方60x5.00.300103650501.0001.000-26方60x5.00.300103650501.0001.000-27方60x5.00.300103650501.0001.000-28方60x5.00.300103650501.0001.000-29角50x51.3004805181.0001.000-30角50x51.3004805181.0001.000-31角50x51.3004805181.0001.000-32角50x51.3004805181.0001.000-33角50x51.2374805181.0001.000-34角50x51.2374805181.0001.000-35角50x51.2374805181.0001.000-36角50x51.2374805181.0001.000-37角50x50.3004805180.7160.578-38角50x50.3004805180.6940.566-39角50x50.5004805181.0001.000-40角50x50.5004805181.0001.000-41角50x50.3004805180.6940.566-42角50x50.3004805180.7160.578-43角50x50.5004805181.0001.000-44角50x50.5004805181.0001.000-45角50x50.3004805180.7160.578-46角50x50.3004805180.6940.566-47角50x50.5004805181.0001.000-48角50x50.5004805181.0001.000-49角50x51.3004805181.0001.000-50角50x51.3004805181.0001.000-51角50x51.2374805181.0001.000-52角50x51.2374805181.0001.000-53角50x50.3004805180.6940.566-54角50x50.3004805180.7160.578-55角50x50.5004805181.0001.000-56角50x50.5004805181.0001.000-57角50x51.3004805181.0001.000-58角50x51.3004805181.0001.000-59角50x51.3004805181.0001.000-60角50x51.3004805181.0001.000-61角50x51.2374805181.0001.000-62角50x51.2374805181.0001.000-63角50x50.5834805181.0001.000-64角50x50.9434805181.0001.000-65角50x50.9434805181.0001.000-66角50x50.9434805181.0001.000-67角50x50.5834805181.0001.000-68角50x50.9434805181.0001.000-69角50x50.9434805181.0001.000-70角50x50.9434805181.0001.000-71角50x50.8544805181.0001.000-72角50x50.8544805181.0001.000-73角50x50.8544805181.0001.000-74角50x50.4244805181.0001.000-75角50x50.5834805181.0001.000-76角50x50.9434805181.0001.000-77角50x50.9434805181.0001.000-78角50x50.9434805181.0001.000-79角50x50.4244805181.0001.000-80角50x50.8544805181.0001.000-81角50x50.8544805181.0001.000-82角50x50.8544805181.0001.000-83角50x50.5834805181.0001.000-84角50x50.9434805181.0001.000-85角50x50.9434805181.0001.000-86角50x50.9434805181.0001.000-87角50x50.8544805181.0001.000-88角50x50.8544805181.0001.000-89角50x50.8544805181.0001.000-90角50x50.4244805181.0001.000-91角50x51.2374805181.0001.000-92角50x51.2374805181.0001.000-93角50x50.4244805181.0001.000-94角50x50.8544805181.0001.000-95角50x50.8544805181.0001.000-96角50x50.8544805181.0001.000-97角50x50.5004805181.0001.000-98角50x50.3004805181.0001.000-99角50x50.5004805181.0001.000-100角50x50.3004805181.0001.000-101角50x50.5004805181.0001.000-102角50x50.3004805181.0001.000-103角50x50.5004805181.0001.000-104角50x50.3004805181.0001.000-105角50x50.5004805181.0001.000-106角50x50.3004805181.0001.000-107角50x50.5004805181.0001.000-108角50x50.3004805181.0001.000-109角50x50.5004805181.0001.000-110角50x50.3004805181.0001.000-111角50x50.5004805181.0001.000-112角50x50.3004805181.0001.000-113角50x50.5004805181.0001.000-114角50x50.5004805181.0001.000-115角50x50.5004805181.0001.000-116角50x50.5004805181.0001.000-117角50x50.5004805181.0001.000-118角50x50.5004805181.0001.000-119角50x50.5004805181.0001.000-120角50x50.5004805181.0001.000-121角50x50.5004805181.0001.000-122角50x50.3004805181.0001.000-123角50x50.5004805181.0001.000-124角50x50.3004805181.0001.000-125角50x50.5004805181.0001.000-126角50x50.3004805181.0001.000-127角50x50.5004805181.0001.000-128角50x50.3004805181.0001.000-129方60x5.00.800103650500.7030.683-130方60x5.00.800103650500.8960.855-131方60x5.00.800103650500.9140.829-132方60x5.00.800103650500.9110.815-133方60x5.00.800103650500.8960.857-134方60x5.00.800103650500.7030.687-135方60x5.00.800103650500.6920.683-136方60x5.00.800103650500.8910.855-137方60x5.00.800103650500.9080.829-138方60x5.00.800103650500.9080.819-139方60x5.00.800103650500.8910.857-140方60x5.00.800103650500.6920.687-141方60x5.01.200103650501.0001.000-142方60x5.01.200103650501.0001.000-143方60x5.01.200103650501.0001.000-144方60x5.01.200103650501.0001.000-145方60x5.01.200103650501.0001.000-146方60x5.01.200103650501.0001.000-147方60x5.01.200103650501.0001.000-148方60x5.01.200103650501.0001.000-149方60x5.01.200103650501.0001.000-150方60x5.01.200103650501.0001.000-151方60x5.01.200103650501.0001.000-152方60x5.01.200103650501.0001.000-153方60x5.01.200103650501.0001.000-154方60x5.01.200103650501.0001.000-155方60x5.01.200103650501.0001.000-156方60x5.01.200103650501.0001.000-157方60x5.00.800103650501.5001.500-158方60x5.01.200103650501.0001.000-159方60x5.00.400103650503.0003.000-160方60x5.01.200103650501.0001.000-161方60x5.00.400103650503.0003.000-162方60x5.00.800103650501.5001.500-四、荷载与组合 结构重要性系数： 1.001. 节点荷载 (1) 节点荷载汇总表(力：kN；弯矩：kN.m)第 0 工况节点荷载表节点号PxPyPzMxMyMz30.00.0-0.50.00.00.040.00.0-0.50.00.00.0100.00.0-0.80.00.00.0110.00.0-0.80.00.00.0190.00.0-0.50.00.00.0200.00.0-0.50.00.00.0210.00.0-1.30.00.00.0230.00.0-1.30.00.00.0290.00.0-0.80.00.00.0300.00.0-0.80.00.00.0350.00.0-0.80.00.00.0400.00.0-0.80.00.00.0410.00.0-0.50.00.00.0490.00.0-0.50.00.00.0510.00.0-0.50.00.00.0560.00.0-0.50.00.00.0第 2 工况节点荷载表节点号PxPyPzMxMyMz30.01.40.00.00.00.040.01.40.00.00.00.0100.01.90.00.00.00.0110.01.90.00.00.00.0190.01.40.00.00.00.0200.01.40.00.00.00.0210.03.30.00.00.00.0230.03.30.00.00.00.0290.01.90.00.00.00.0300.01.90.00.00.00.0350.01.90.00.00.00.0400.01.90.00.00.00.0410.01.40.00.00.00.0490.01.40.00.00.00.0510.01.40.00.00.00.0560.01.40.00.00.00.0第 3 工况节点荷载表节点号PxPyPzMxMyMz20.03.10.00.00.00.090.03.10.00.00.00.0570.03.10.00.00.00.0580.03.10.00.00.00.0 1) 工况号: 0 *输入荷载库中的荷载: 序号Px(kN)Py(kN)Pz(kN)Mx(kN.m)My(kN.m)Mz(kN.m)10.00.0-0.50.00.00.020.00.0-0.80.00.00.0 节点荷载分布图: 节点荷载序号1分布图节点荷载序号2分布图 2) 工况号: 2 *输入荷载库中的荷载: 序号Px(kN)Py(kN)Pz(kN)Mx(kN.m)My(kN.m)Mz(kN.m)10.01.40.00.00.00.020.01.90.00.00.00.0 节点荷载分布图: 节点荷载序号1分布图节点荷载序号2分布图 3) 工况号: 3 *输入荷载库中的荷载: 序号Px(kN)Py(kN)Pz(kN)Mx(kN.m)My(kN.m)Mz(kN.m)10.03.10.00.00.00.0 节点荷载分布图: 节点荷载序号1分布图 (2) 节点荷载图(力：kN；弯矩：kN.m)第 0 工况节点荷载简图第 2 工况节点荷载简图第 3 工况节点荷载简图2. 单元荷载 (1) 单元荷载汇总表(力：kN；分布力：kN/m；弯矩：kN.m；分布弯矩：kN.m/m) (2) 单元荷载图(力：kN；分布力：kN/m；弯矩：kN.m；分布弯矩：kN.m/m)3. 其它荷载 (1). 地震作用 规范： 建筑抗震设计规范（GB50011-2010） 地震烈度： 7度(0.10g) 水平地震影响系数最大值： 0.08 计算振型数： 9 建筑结构阻尼比： 0.040 特征周期值： 0.25 地震影响： 多遇地震 场地类别： 1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）10.083220.073030.059040.052350.033260.026970.025880.019290.0171 (2). 温度作用4. 荷载组合 (1) 1.20 恒载 + 1.40 风载工况2 (2) 1.20 恒载 + 1.40 风载工况3 (3) 1.20 恒载 + 1.30 水平地震 (4) 1.20 恒载 + 1.40 x 0.20 风载工况2 + 1.30 水平地震 (5) 1.20 恒载 + 1.40 x 0.20 风载工况3 + 1.30 水平地震五、内力位移计算结果 1. 内力 1.1 工况内力1.2 组合内力1.3 最不利内力最不利内力表 (单位：N、Q(kN)；M(kN.m)；位置(m)单元号名称组合号序号位置轴力N剪力Q2剪力Q3弯矩M2弯矩M3N最大110.040.5-0.4-0.50.3-0.21M3最大110.840.4-0.4-0.5-0.10.1N最小340.8-1.80.0-0.0-0.0-0.0M3最小110.040.5-0.4-0.50.3-0.2N最大110.014.40.4-0.00.00.22M3最大110.014.40.4-0.00.00.2N最小310.8-1.80.0-0.0-0.0-0.0M3最小110.814.40.4-0.00.0-0.1N最大110.08.8-0.1-0.10.0-0.13M3最大110.88.7-0.1-0.1-0.00.0N最小320.8-3.80.10.00.0-0.1M3最小110.08.8-0.1-0.10.0-0.1N最大110.037.5-0.4-0.40.3-0.24M3最大110.837.4-0.4-0.4-0.00.2N最小320.8-1.30.1-0.0-0.0-0.0M3最小110.037.5-0.4-0.40.3-0.2N最大110.018.10.4-0.10.10.25M3最大110.018.10.4-0.10.10.2N最小340.82.70.00.10.0-0.0M3最小110.818.00.4-0.1-0.0-0.1N最大110.018.0-0.0-0.30.1-0.16M3最大320.03.10.1-0.10.00.0N最小340.82.70.1-0.1-0.0-0.1M3最小320.83.10.1-0.1-0.0-0.1N最大320.04.20.0-0.00.00.07M3最大110.0-23.70.3-0.50.30.1N最小110.8-23.80.3-0.5-0.1-0.1M3最小110.8-23.80.3-0.5-0.1-0.1N最大320.03.30.10.0-0.00.08M3最大110.8-24.1-0.3-0.00.00.1N最小110.8-24.1-0.3-0.00.00.1M3最小110.0-24.0-0.3-0.00.0-0.1N最大310.0-1.0-0.00.0-0.0-0.09M3最大110.0-4.40.1-0.10.00.0N最小110.8-4.50.1-0.1-0.1-0.0M3最小420.8-2.50.0-0.0-0.0-0.0N最大310.05.2-0.0-0.00.0-0.010M3最大110.0-21.70.3-0.30.20.1N最小110.8-21.80.3-0.3-0.0-0.1M3最小110.8-21.80.3-0.3-0.0-0.1N最大340.07.60.10.1-0.00.011M3最大110.8-23.2-0.3-0.10.00.1N最小110.8-23.2-0.3-0.10.00.1M3最小110.0-23.1-0.3-0.10.1-0.1N最大210.07.80.1-0.30.10.012M3最大110.04.00.1-0.30.10.0N最小110.83.90.1-0.3-0.1-0.0M3最小520.86.30.1-0.1-0.0-0.1N最大310.0-1.1-0.5-0.00.0-0.113M3最大420.3-2.5-0.7-0.0-0.00.1N最小110.3-4.3-0.70.0-0.00.1M3最小520.0-2.1-0.70.0-0.0-0.1N最大410.0-2.4-0.5-0.00.0-0.114M3最大520.3-3.5-0.8-0.0-0.00.1N最小520