ChuckerD
Structural
- Apr 27, 2001
- 27
Our company has provided a moment connection design using the minimum offset for entering and tightening clearances at 1 1/4" diameter bolts (1 11/16" side clears per pg 4-137 of the 1989 AISC ASD manual).
Lo and behold - the erector cannot complete full pre-tensioning of these bolts using standard equipment. His attempts to locate tools to tigthen the bolts adequately and that fit in this clear dimension have been unsuccessful.
Any suggestions?
Lo and behold - the erector cannot complete full pre-tensioning of these bolts using standard equipment. His attempts to locate tools to tigthen the bolts adequately and that fit in this clear dimension have been unsuccessful.
Any suggestions?