雨蓬钢结构计算.doc_第1页
雨蓬钢结构计算.doc_第2页
雨蓬钢结构计算.doc_第3页
雨蓬钢结构计算.doc_第4页
雨蓬钢结构计算.doc_第5页
已阅读5页,还剩9页未读 继续免费阅读

下载本文档

版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领

文档简介

雨蓬结构计算(一)、荷载计算 1、标高为5 m 处荷载计算 (1). 风荷载计算:W0:作用在雨蓬上的基本风压值:0.55 kN/m2 Wk:作用在雨蓬上的风荷载标准值 ( kN/m2 )W:作用在雨蓬上的风荷载设计值 ( kN/m2 )gz: 6m 高处阵风系数(按B类区计算),由GB50009-2001表7.5.1得1.88z: 6m 高处风压高度变化系数(按B类区计算),由GB50009-2001表7.2.1得1.00s :风荷载体型系数,取为 -2w :风荷载作用分项系数: 1.4Wk =gzzsW0 (GB50009-2001)=1.881.002.00.55 =2.07 kN/m2 W =W Wk = 1.42.07 = 2.9 kN/m2(2). 玻璃自重:采用 8 + 1.14PVB + 8 mm 夹胶钢化玻璃GAK :雨蓬玻璃的平均自重标准值 ( kN/m2 )GA :雨蓬玻璃的平均自重设计值 ( kN/m2 )G :自重荷载作用分项系数: 1.35GAK =25.6(8+8)/1000 = 0.41 kN/m2GA =G GAK =1.350.41 = 0.55 kN/m2(3). 结构自重(含不锈钢爪件):GBK =0.15kPaGA =G GAK =1.350.15 = 0.20 kN/m2(4). 雪荷载计算:Sk:作用在幕墙上的雪荷载标准值,上海取为0.2 ( kN/m2 )S:作用在幕墙上的雪荷载设计值 ( kN/m2 )S0 :基本雪压,按建筑结构荷载规范GB50009-2001,取为 0.40S :雪荷载作用分项系数: 1.4r :屋面积雪分布系数,按GB50009-2001,取1.0Sk =rS0(GB50009-2001 6.1.1)=1.0 0.20 = 0.20 kN/m2S =S Sk =1.4 0.20 = 0.28 kN/m2(5). 活荷载计算:q活k:作用在雨蓬上的活荷载标准值:0.500 kN/m2 q活:作用在雨蓬上的活荷载设计值 ( kN/m2 )活 :活荷载作用分项系数: 1.4 q活 =活 q活k: =1.40.50 = 0.70 kN/m2(5). 荷载组合:计算钢结构时工况一: 重力 + 1 活荷载 标准值 qk设计值 q0.41+0.15+10.500.55+0.2+10.70 = 1.06 kN/m2 = 1.45 kN/m2工况二: 重力 + 1 雪荷载 标准值 qk设计值 q0.15+0.41+10.200.2+0.55+10.28 = 0.76 kN/m2 = 1.03 kN/m2工况三: 风力 - 重力 标准值 qk设计值 q2.07 - 0.41-0.152.9 - 0.41-0.15 = 1.51 kN/m2 = 2.34 kN/m2经比较,工况一和工况三更为不利,校核这两种工况下的结构受力情况。(二)、雨蓬钢梁计算为保守起见,雨蓬拉杆不考虑承压,雨蓬梁按悬臂梁模型进行计算。计算模型如下图所示:由施工图可知,钢梁悬挑长度 L3050mm,钢梁间距 a 1158 mm = 1.158m钢梁截面特性(Q235B钢材), 钢梁弹性模量 E206000N/mm2(三)、计算结果1.结构变形fmax19.959mm依据规范,钢梁允许挠度为f2L/2502x3050/25024.4mmfmax/f19.959/24.40.821可见,钢梁挠度满足设计要求。2.钢梁强度校核计算可知,钢梁最大应力120.894 MPa钢梁设计强度 = 215 MPa因此钢梁强度满足设计要求。3.钢管强度校核计算可知,钢梁最大应力68.96 MPa钢梁设计强度 = 215 MPa因此钢梁强度满足设计要求。4.节点编号图5.支座反力列表单位:NPRINT FZ REACTION SOLUTIONS PER NODE * POST1 TOTAL REACTION SOLUTION LISTING * LOAD STEP= 0 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,Z SOLUTIONS ARE IN GLOBAL COORDINATES NODE FZ 10 -72598. 14 46458. 19 6401.3 51 -19008. 118 -72598. 126 -8267.7 148 16926. 152 6401.3 178 46458. 182 -19008. 186 16926. TOTAL VALUES VALUE -51909.6.关键点列表 LIST ALL SELECTED KEYPOINTS. DSYS= 0 NO. X,Y,Z LOCATION THXY,THYZ,THZX ANGLES 1 42623.09 -34196.81 0.000000 0.0000 0.0000 0.0000 2 42623.09 -35394.99 0.000000 0.0000 0.0000 0.0000 3 42623.09 -32894.99 0.000000 0.0000 0.0000 0.0000 4 35973.09 -32496.09 3000.000 0.0000 0.0000 0.0000 5 42623.09 -32496.09 0.000000 0.0000 0.0000 0.0000 6 42623.09 -32496.09 3000.000 0.0000 0.0000 0.0000 7 42623.09 -31885.09 0.000000 0.0000 0.0000 0.0000 9 41614.76 -32496.09 0.000000 0.0000 0.0000 0.0000 10 41614.76 -31885.09 0.000000 0.0000 0.0000 0.0000 11 41614.76 -32894.99 0.000000 0.0000 0.0000 0.0000 13 41614.76 -34196.81 0.000000 0.0000 0.0000 0.0000 15 41614.76 -35394.99 0.000000 0.0000 0.0000 0.0000 17 40456.43 -35394.99 0.000000 0.0000 0.0000 0.0000 19 40456.43 -34196.81 0.000000 0.0000 0.0000 0.0000 21 40456.43 -32894.99 0.000000 0.0000 0.0000 0.0000 23 40456.43 -32496.09 0.000000 0.0000 0.0000 0.0000 25 39439.09 -32496.09 0.000000 0.0000 0.0000 0.0000 27 38139.76 -35394.99 0.000000 0.0000 0.0000 0.0000 28 36981.43 -35394.99 0.000000 0.0000 0.0000 0.0000 30 39298.09 -35394.99 0.000000 0.0000 0.0000 0.0000 NO. X,Y,Z LOCATION THXY,THYZ,THZX ANGLES 37 39298.09 -34196.81 0.000000 0.0000 0.0000 0.0000 39 38139.76 -34196.81 0.000000 0.0000 0.0000 0.0000 41 36981.43 -34196.81 0.000000 0.0000 0.0000 0.0000 43 35973.09 -34196.81 0.000000 0.0000 0.0000 0.0000 53 39298.09 -32894.99 0.000000 0.0000 0.0000 0.0000 55 38139.76 -32894.99 0.000000 0.0000 0.0000 0.0000 57 36981.43 -32894.99 0.000000 0.0000 0.0000 0.0000 59 35973.09 -32894.99 0.000000 0.0000 0.0000 0.0000 61 36981.43 -32496.09 0.000000 0.0000 0.0000 0.0000 62 35973.09 -32496.09 0.000000 0.0000 0.0000 0.0000 63 38139.76 -32496.09 0.000000 0.0000 0.0000 0.0000 66 39298.09 -32696.81 0.000000 0.0000 0.0000 0.0000 79 38139.76 -31885.09 0.000000 0.0000 0.0000 0.0000 82 36981.43 -31885.09 0.000000 0.0000 0.0000 0.0000 89 35973.09 -35394.99 0.000000 0.0000 0.0000 0.0000 97 35973.09 -31885.09 0.000000 0.0000 0.0000 0.0000 99 39157.09 -32496.09 0.000000 0.0000 0.0000 0.0000 102 40456.43 -31885.09 0.000000 0.0000 0.0000 0.00007.单元列表 LIST ALL SELECTED ELEMENTS. (LIST NODES) ELEM MAT TYP REL ESY SEC NODES 33 1 2 4 0 1 35 36 0 34 1 2 4 0 1 36 37 0 35 1 2 4 0 1 37 38 0 36 1 2 4 0 1 38 31 0 53 1 2 4 0 1 55 57 0 54 1 2 4 0 1 57 58 0 55 1 2 4 0 1 58 59 0 56 1 2 4 0 1 59 56 0 57 1 2 4 0 1 35 61 0 58 1 2 4 0 1 61 62 0 59 1 2 4 0 1 62 63 0 60 1 2 4 0 1 63 60 0 61 1 2 4 0 1 2 64 0 62 1 2 4 0 1 64 65 0 63 1 2 4 0 1 65 66 0 64 1 2 4 0 1 66 31 0 65 1 2 2 0 1 27 67 0 66 1 2 2 0 1 67 68 0 67 1 2 2 0 1 68 69 0 68 1 2 2 0 1 69 1 0 ELEM MAT TYP REL ESY SEC NODES 69 1 2 2 0 1 39 70 0 70 1 2 2 0 1 70 71 0 71 1 2 2 0 1 71 72 0 72 1 2 2 0 1 72 27 0 73 1 2 2 0 1 73 74 0 74 1 2 2 0 1 74 75 0 75 1 2 2 0 1 75 76 0 76 1 2 2 0 1 76 39 0 77 1 2 2 0 1 77 78 0 78 1 2 2 0 1 78 79 0 79 1 2 2 0 1 79 80 0 80 1 2 2 0 1 80 73 0 81 1 2 2 0 1 81 82 0 82 1 2 2 0 1 82 83 0 83 1 2 2 0 1 83 84 0 84 1 2 2 0 1 84 77 0 85 1 2 2 0 1 85 86 0 86 1 2 2 0 1 86 87 0 87 1 2 2 0 1 87 88 0 88 1 2 2 0 1 88 81 0 ELEM MAT TYP REL ESY SEC NODES 97 1 2 2 0 1 23 95 0 98 1 2 2 0 1 95 96 0 99 1 2 2 0 1 96 97 0 100 1 2 2 0 1 97 6 0 101 1 2 2 0 1 43 98 0 102 1 2 2 0 1 98 99 0 103 1 2 2 0 1 99 100 0 104 1 2 2 0 1 100 23 0 105 1 2 2 0 1 101 102 0 106 1 2 2 0 1 102 103 0 107 1 2 2 0 1 103 104 0 108 1 2 2 0 1 104 43 0 109 1 2 2 0 1 105 106 0 110 1 2 2 0 1 106 107 0 111 1 2 2 0 1 107 108 0 112 1 2 2 0 1 108 101 0 113 1 2 2 0 1 109 110 0 114 1 2 2 0 1 110 111 0 115 1 2 2 0 1 111 112 0 116 1 2 2 0 1 112 105 0 ELEM MAT TYP REL ESY SEC NODES 117 1 2 2 0 1 113 114 0 118 1 2 2 0 1 114 115 0 119 1 2 2 0 1 115 116 0 120 1 2 2 0 1 116 109 0 141 1 2 4 0 1 55 136 0 142 1 2 4 0 1 136 137 0 143 1 2 4 0 1 137 138 0 144 1 2 4 0 1 138 60 0 177 1 2 4 0 1 165 166 0 178 1 2 4 0 1 166 167 0 179 1 2 4 0 1 167 168 0 180 1 2 4 0 1 168 56 0 205 1 2 2 0 1 190 56 0 206 1 2 2 0 1 191 31 08.节点列表 LIST ALL SELECTED NODES. DSYS= 0 SORT TABLE ON NODE NODE NODE NODE X Y Z 1 42623.0942485 -34196.8069027 0.00000000000 2 42623.0942485 -35394.9881934 0.00000000000 3 42623.0942485 -34496.3522254 0.00000000000 4 42623.0942485 -34795.8975480 0.00000000000 5 42623.0942485 -35095.4428707 0.00000000000 6 42623.0942485 -32894.9868226 0.00000000000 7 42623.0942485 -33220.4418426 0.00000000000 8 42623.0942485 -33545.8968626 0.00000000000 9 42623.0942485 -33871.3518827 0.00000000000 10 42623.0942485 -32496.0866698 0.00000000000 11 42623.0942485 -32595.8117080 0.00000000000 12 42623.0942485 -32695.5367462 0.00000000000 13 42623.0942485 -32795.2617844 0.00000000000 14 42623.0942485 -31885.0866698 0.00000000000 15 42623.0942485 -32037.8366698 0.00000000000 16 42623.0942485 -32190.5866698 0.00000000000 17 42623.0942485 -32343.3366698 0.00000000000 18 41614.7609152 -32496.0866698 0.00000000000 19 41614.7609152 -31885.0866698 0.00000000000 20 41614.7609152 -32343.3366698 0.00000000000 NODE X Y Z 21 41614.7609152 -32190.5866698 0.00000000000 22 41614.7609152 -32037.8366698 0.00000000000 23 41614.7609152 -32894.9868226 0.00000000000 24 41614.7609152 -32795.2617844 0.00000000000 25 41614.7609152 -32695.5367462 0.00000000000 26 41614.7609152 -32595.8117080 0.00000000000 27 41614.7609152 -34196.8069027 0.00000000000 28 41614.7609152 -33871.3518827 0.00000000000 29 41614.7609152 -33545.8968626 0.00000000000 30 41614.7609152 -33220.4418426 0.00000000000 31 41614.7609152 -35394.9881934 0.00000000000 32 41614.7609152 -35095.4428707 0.00000000000 33 41614.7609152 -34795.8975480 0.00000000000 34 41614.7609152 -34496.3522254 0.00000000000 35 40456.4275819 -35394.9881934 0.00000000000 36 40746.0109152 -35394.9881934 0.00000000000 37 41035.5942485 -35394.9881934 0.00000000000 38 41325.1775819 -35394.9881934 0.00000000000 39 40456.4275819 -34196.8069027 0.00000000000 40 40456.4275819 -34496.3522254 0.00000000000 NODE X Y Z 41 40456.4275819 -34795.8975480 0.00000000000 42 40456.4275819 -35095.4428707 0.00000000000 43 40456.4275819 -32894.9868226 0.00000000000 44 40456.4275819 -33220.4418426 0.00000000000 45 40456.4275819 -33545.8968626 0.00000000000 46 40456.4275819 -33871.3518827 0.00000000000 47 40456.4275819 -32496.0866698 0.00000000000 48 40456.4275819 -32595.8117080 0.00000000000 49 40456.4275819 -32695.5367462 0.00000000000 50 40456.4275819 -32795.2617844 0.00000000000 51 39439.0942485 -32496.0866698 0.00000000000 52 39693.4275819 -32496.0866698 0.00000000000 53 39947.7609152 -32496.0866698 0.00000000000 54 40202.0942485 -32496.0866698 0.00000000000 55 38139.7609152 -35394.9881934 0.00000000000 56 36981.4275819 -35394.9881934 0.00000000000 57 37850.1775819 -35394.9881934 0.00000000000 58 37560.5942485 -35394.9881934 0.00000000000 59 37271.0109152 -35394.9881934 0.00000000000 60 39298.0942485 -35394.9881934 0.00000000000 NODE X Y Z 61 40166.8442485 -35394.9881934 0.00000000000 62 39877.2609152 -35394.9881934 0.00000000000 63 39587.6775819 -35394.9881934 0.00000000000 64 42371.0109152 -35394.9881934 0.00000000000 65 42118.9275819 -35394.9881934 0.00000000000 66 41866.8442485 -35394.9881934 0.00000000000 67 41866.8442485 -34196.8069027 0.00000000000 68 42118.9275819 -34196.8069027 0.00000000000 69 42371.0109152 -34196.8069027 0.00000000000 70 40746.0109152 -34196.8069027 0.00000000000 71 41035.5942485 -34196.8069027 0.00000000000 72 41325.1775819 -34196.8069027 0.00000000000 73 39298.0942485 -34196.8069027 0.00000000000 74 39587.6775819 -34196.8069027 0.00000000000 75 39877.2609152 -34196.8069027 0.00000000000 76 40166.8442485 -34196.8069027 0.00000000000 77 38139.7609152 -34196.8069027 0.00000000000 78 38429.3442485 -34196.8069027 0.00000000000 79 38718.9275819 -34196.8069027 0.00000000000 80 39008.5109152 -34196.8069027 0.00000000000 NODE X Y Z 81 36981.4275819 -34196.8069027 0.00000000000 82 37271.0109152 -34196.8069027 0.00000000000 83 37560.5942485 -34196.8069027 0.00000000000 84 37850.1775819 -34196.8069027 0.00000000000 85 35973.0942485 -34196.8069027 0.00000000000 86 36225.1775819 -34196.8069027 0.00000000000 87 36477.2609152 -34196.8069027 0.00000000000 88 36729.3442485 -34196.8069027 0.00000000000 89 41866.8442485 -32496.0866698 0.00000000000 90 42118.9275819 -32496.0866698 0.00000000000 91 42371.0109152 -32496.0866698 0.00000000000 92 40746.0109152 -32496.0866698 0.00000000000 93 41035.5942485 -32496.0866698 0.00000000000 94 41325.1775819 -32496.0866698 0.00000000000 95 41866.8442485 -32894.9868226 0.00000000000 96 42118.9275819 -32894.9868226 0.00000000000 97 42371.0109152 -32894.9868226 0.00000000000 98 40746.0109152 -32894.9868226 0.00000000000 99 41035.5942485 -32894.9868226 0.00000000000 100 41325.1775819 -32894.9868226 0.00000000000 NODE X Y Z 101 39298.0942485 -32894.9868226 0.00000000000 102 39587.6775819 -32894.9868226 0.00000000000 103 39877.2609152 -32894.9868226 0.00000000000 104 40166.8442485 -32894.9868226 0.00000000000 105 38139.7609152 -32894.9868226 0.00000000000 106 38429.3442485 -

温馨提示

  • 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
  • 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
  • 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
  • 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
  • 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
  • 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
  • 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

评论

0/150

提交评论