1~4轴钢架计算书

上传人:liy****000 文档编号:145051600 上传时间:2020-09-15 格式:DOC 页数:84 大小:6.53MB
返回 下载 相关 举报
1~4轴钢架计算书_第1页
第1页 / 共84页
1~4轴钢架计算书_第2页
第2页 / 共84页
1~4轴钢架计算书_第3页
第3页 / 共84页
1~4轴钢架计算书_第4页
第4页 / 共84页
1~4轴钢架计算书_第5页
第5页 / 共84页
点击查看更多>>
资源描述

《1~4轴钢架计算书》由会员分享,可在线阅读,更多相关《1~4轴钢架计算书(84页珍藏版)》请在金锄头文库上搜索。

1、1 设计依据 钢结构设计标准 (GB50017-2017) 建筑结构荷载规范 (GB50009-2012) 建筑抗震设计规范 (GB50011-2010)(2016年版) 建筑地基基础设计规范 (GB50007-2011) 钢管混凝土结构技术规范 (GB50936-2014) 钢管混凝土结构设计规程 (CECS 28:2012) 矩形钢管混凝土结构技术规程 (CECS159-2004) 钢结构焊接规范 (GB50661-2011) 钢结构高强度螺栓连接技术规程 (JGJ82-2011)2 计算简图、几何信息 计算简图 (圆表示支座,数字为节点号) 单元编号图 各单元信息如下表:注:等肢单角钢的

2、2、3轴分别对应u、v轴单元号截面名称材料名称长度(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1159x4.5Q235B6.65021846526521.0001.000R1 R2 R3R2 R32H900x280x10x14Q345B0.5401656051292091275.55598.035-3H900x280x10x14Q345B8.5001656051292091270.3536.231-4H900x280x10x14Q345B8.5001656051292091270.3536.231-5H

3、1250700x250x8x12Q345B10.012158081140831303128352755916030.3001.100-6H900x280x10x14Q345B8.5001656051292091270.3536.229-7H850x350x12x16Q345B8.50021016114452495140.3533.574-8H850x350x12x16Q345B8.50021016114452495140.3533.574-9H850x350x12x16Q345B8.50021016114452495140.3533.574-10180x5Q235B10.50027491053

4、10531.0001.000R1 R2 R3R2 R311180x5Q235B11.0002749105310531.0001.000R1 R2 R3R2 R312180x5Q235B11.0002749105310531.0001.000R1 R2 R3R2 R313180x5Q235B10.5002749105310531.0001.000R1 R2 R3R2 R314180x5Q235B11.0002749105310531.0001.000R1 R2 R3R2 R315180x5Q235B11.0002749105310531.0001.000R1 R2 R3R2 R316H75070

5、0x250x8x12Q345B1.001118081140831283128107214916032.99510.998-17H1300750x250x8x12Q345B5.5071620811808313031283873521072140.5442.000-18H1300750x250x8x12Q345B5.5071620811808313031283873521072140.5442.000-19H900x280x10x14Q345B8.5001656051292091270.3536.229-20H900x280x10x14Q345B8.5001656051292091270.3536

6、.229-21159x4.5Q235B7.55021846526521.0001.000R1 R2 R3R2 R322H1250700x250x8x12Q345B10.013158081140831303128352755916030.3001.050-23H1250700x250x8x12Q345B10.012158081140831303128352755916030.3001.100-24203x6Q235B10.5003713180318031.0001.000R1 R2 R3R2 R325203x6Q235B11.0003713180318031.0001.000R1 R2 R3R2

7、 R326203x6Q235B11.0003713180318031.0001.000R1 R2 R3R2 R327203x6Q235B10.5003713180318031.0001.000R1 R2 R3R2 R328203x6Q235B11.0003713180318031.0001.000R1 R2 R3R2 R329203x6Q235B11.0003713180318031.0001.000R1 R2 R3R2 R330H750700x250x8x12Q345B1.001118081140831283128107214916032.99510.998-31H1300750x250x8

8、x12Q345B5.5071620811808313031283873521072140.5442.000-32H750700x250x8x12Q345B0.501118081140831283128107214916035.98520.978-33H1300750x250x8x12Q345B5.5071620811808313031283873521072140.5442.000-34H900x280x10x14Q345B8.5001656051292091270.3536.229-35H900x280x10x14Q345B8.5001656051292091270.3536.231-36H

9、900x280x10x14Q345B8.5001656051292091270.3536.231-37H900x280x10x14Q345B8.5001656051292091270.3536.231-38H900x280x10x14Q345B0.5491656051292091275.46896.535-39H850x350x12x16Q345B8.50021016114452495140.3533.574-40H850x350x12x16Q345B8.50021016114452495140.3533.574-41H850x350x12x16Q345B8.50021016114452495

10、140.3533.574-42H1250700x250x8x12Q345B10.013158081140831303128352755916030.3003.251-43H1250700x250x8x12Q345B10.012158081140831303128352755916030.3003.251-44H1300750x250x8x12Q345B5.5071620811808313031283873521072140.5445.905-45H1300750x250x8x12Q345B5.5071620811808313031283873521072140.5445.905-46H850x350x12x16Q345B8.50021016114452495140.3534.289-47H850x350x12x16Q345B8.50021016114452495140.3534.289-48159x4.5Q235B7.50021846526521.0001.000R1 R2 R3R2 R349H1250700x250x8x12Q345B10.013158081140831303128352755916030.3003.251-50H1250700x250x8x12Q345B10.012158081140831303128352755916030.3003.251

展开阅读全文
相关资源
相关搜索

当前位置:首页 > 建筑/环境 > 公路与桥梁

电脑版 |金锄头文库版权所有
经营许可证:蜀ICP备13022795号 | 川公网安备 51140202000112号