mla163
Structural
- Dec 16, 2005
- 3
I am using a Heckmann 425 wedge insert and Heckmann 427 askew bolt to anchor a brick relief angle to a concrete slab.
The question arose as to how much to torque the nut. The manufacturer has no specs. The bolt has an askew head, so it will tighten as vertical load is applied, but I am reluctant to have the connection "snug" only.
Has anyone else run into this condition? What torque should I spec?
The question arose as to how much to torque the nut. The manufacturer has no specs. The bolt has an askew head, so it will tighten as vertical load is applied, but I am reluctant to have the connection "snug" only.
Has anyone else run into this condition? What torque should I spec?