epitome1170
Structural
- Feb 28, 2011
- 62
I am currently designing a deck for a residence (helping out a landscape architect) and he wants all of the connections hidden. This ultimately means I will need to utilize blind bolts (because he does not want field welds). I have very little experience with them as I typically use thru plates, seated connections, or thru bolts for tubes.
Can anyone point me in the direction of a good resource for allowable values (I am using AISC 341-05)?
Can anyone point me in the direction of a good resource for allowable values (I am using AISC 341-05)?