Robs1121
Structural
- Oct 25, 2018
- 8
I am working on an analysis where a 1.5 inch pipe is sandwiched between two plates and the plates are welded to a base plate that is bolted into the ground. There are 2 thru bolts that connect the two outer plates to the pipe, the top bolt is the pivot bolt and the bottom is a slotted hole for a bolt. The purpose of the slotted hole is to let the pipe pivot to 20 degrees in each direction from vertical. There is extensive wind loading on the pipe and what is connected to it, so the bottom bolt will need be strong enough (slip critical) to hole the pipe into any position along the 40 degree rotation (20 each direction).
My question is: The specifications for slip critical joints are only for flat plates with enough overlap distance for the bolts to fully engage the plates, however in my case, only a portion of the plate is in contact with the pipe. Is there anywhere i can find specifications regarding reductions for edge distance limitations? Or 2" around the bolt needs to be in full contact with both plates to use the equations in AISC? Is it the same resistance if i clamp two plates with 20 inch or 0.25 inch overlap, since friction is independent of area?
My question is: The specifications for slip critical joints are only for flat plates with enough overlap distance for the bolts to fully engage the plates, however in my case, only a portion of the plate is in contact with the pipe. Is there anywhere i can find specifications regarding reductions for edge distance limitations? Or 2" around the bolt needs to be in full contact with both plates to use the equations in AISC? Is it the same resistance if i clamp two plates with 20 inch or 0.25 inch overlap, since friction is independent of area?