Inspection of anchor rod to baseplate connection

[beagleboy]

Hi there,

We all have used this connection a multiple times. It could be column anchored to the CIP rods or small poles on the drilled concrete piers. But what is the correct provision in the Building Code to inspect the anchor rod to baseplate connection? Who makes sure the nuts are tightened and are installed correctly? These are typically F1554 rods and does not fall under “high-strength bolts” per AISC 360-05. Any thoughts would be greatly appreciated.

Thanks!


"There is no TENSION, it's always a COMPRESSION," said a wise man

 

[dik]

There isn't one that I'm aware of. The critical item is the base plate to the concrete surface. Toronto (40 years back) required steel plates be installed so they could be removed to ensure proper bearing. The anchor rod/baseplate is readily visible and can easily be checked. Occasionally there's a bit of a mismatch and that's why I always use weldable anchor rods.

-----*****-----
So strange to see the singularity approaching while the entire planet is rapidly turning into a hellscape. -John Coates

-Dik