CTSeng
Structural
- Jan 21, 2003
- 125
Have a condition where a steel fabricator was permitted to CJP weld a continuous member and because of some changes a connecting beam now requires bolt holes directly thru the weld. Is this prohibited in the code? It's a relatively light connection so my gut reaction is that it would be fine but I've told them that there may be some issues trying to drill a weld.
Any input is appreciated.
Any input is appreciated.