几何尺寸与公差论坛------致力于产品几何量公差标准GD&T (GDT:ASME)|New GPS(ISO)研究/CAD设计/CAM加工/CMM测量 - 查看单个帖子

double angle bolted connection
hi
i am checking double angle shear connection. i have staggered bolt pattern. the beam is w 14x22. it has 4 in cope and depth of cope is 1.25 in. in angle, the first bolt is located at 1.5 in (edge distance) from angle and in beam the bolt is at 3 in (edge distance) from angle. the angle thickness is 5/16 in. it has 3 rows of bolts. what is the shear capacity of this connection. can i use same table 10.1 from aisc book and to check beam web available strength - what edge distance i have use in that table?

__________________
借用达朗贝尔的名言：前进吧，你会得到信心!
[url="http://www.dimcax.com"]几何尺寸与公差标准[/url]

2009-09-08, 07:20 PM	#1
huangyhg 超级版主注册日期: 04-03 帖子: 18592 精华: 36 现金: 249466 标准币资产: 1080358888 标准币	double angle bolted connection double angle bolted connection hi i am checking double angle shear connection. i have staggered bolt pattern. the beam is w 14x22. it has 4 in cope and depth of cope is 1.25 in. in angle, the first bolt is located at 1.5 in (edge distance) from angle and in beam the bolt is at 3 in (edge distance) from angle. the angle thickness is 5/16 in. it has 3 rows of bolts. what is the shear capacity of this connection. can i use same table 10.1 from aisc book and to check beam web available strength - what edge distance i have use in that table? __________________ 借用达朗贝尔的名言：前进吧，你会得到信心! [url="http://www.dimcax.com"]几何尺寸与公差标准[/url]