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haunch moment connection design reference
dear all,
we have been arguing here whether chapter 6 of aisc design guide 12 can be used for regular projects (non-retrofit) in non-seismic zones for designing haunch moment connections. could you please help on following items:
1) can we use the force transfer model assumed in chapter 6 of asic design guide 12 for elastic design also? i mean instead of using vpd , mpd can we use actual factored moments and shears ? to me it appears reasonable approach, but i might be wrong.
2) could you please tell 2-3 good references for design of haunch moment connections? in our case haunch web is welded to bottom flange of beam and bolted with end plate on column flange.
i appreciate your input on this.
thanks,
skc

2009-09-09, 03:55 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	haunch moment connection design reference haunch moment connection design reference dear all, we have been arguing here whether chapter 6 of aisc design guide 12 can be used for regular projects (non-retrofit) in non-seismic zones for designing haunch moment connections. could you please help on following items: 1) can we use the force transfer model assumed in chapter 6 of asic design guide 12 for elastic design also? i mean instead of using vpd , mpd can we use actual factored moments and shears ? to me it appears reasonable approach, but i might be wrong. 2) could you please tell 2-3 good references for design of haunch moment connections? in our case haunch web is welded to bottom flange of beam and bolted with end plate on column flange. i appreciate your input on this. thanks, skc __________________ 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]