kaffy
Mechanical
- Jun 2, 2020
- 191
Good Evening guys,
I am working on a project where an angle bracket will be attached to concrete with post installed expansion anchor.
Initially, I wanted to put a slot on the angle bracket for adjustment but as it will be a slip critical connection with slot now, I need to have a minimum pretension of 85kn (CISC) / 19kips(AISC) which comes out to be close to 200ft-lb torque.
As per the expansion anchor technical guide, Torque value is only 80 ft-lb. So what should I do?
Option 1: Forget about the slot and stick with hole
Option 2: Tighten the kwik bolt at 200ft-lb
Option 3: Find the clamping force at 80ft-lb and then friction force = coefficient of friction * clamping force. If the friction force is more than acting shear force, Just tighten it to 80 ft-lb and forget about AISC/CISC
Please share any related references
Thank You
Newbie
I am working on a project where an angle bracket will be attached to concrete with post installed expansion anchor.
Initially, I wanted to put a slot on the angle bracket for adjustment but as it will be a slip critical connection with slot now, I need to have a minimum pretension of 85kn (CISC) / 19kips(AISC) which comes out to be close to 200ft-lb torque.
As per the expansion anchor technical guide, Torque value is only 80 ft-lb. So what should I do?
Option 1: Forget about the slot and stick with hole
Option 2: Tighten the kwik bolt at 200ft-lb
Option 3: Find the clamping force at 80ft-lb and then friction force = coefficient of friction * clamping force. If the friction force is more than acting shear force, Just tighten it to 80 ft-lb and forget about AISC/CISC
Please share any related references
Thank You
Newbie