engidude
Structural
- Feb 10, 2011
- 40
Hi, guys:
I'm new to Steel girder splice design. I don't have comercial software( such as the PENDOT software). I'm cranking my own mathcad sheet.
The bolted splice has 4 rolls( roll center line across flange) of bolts x 6 bolts each roll. I'm running into diffilcty to check block shear since it has too many potential failure modes, I figure that I have to either exaust all failure modes in my check or figure out which mode controls( which means excluding failure modes that don't control obviously by looking at equation LRFD 6.13.4-1).The problem is that (to me) there are too many block shear failure modes because of the complex bolt patterns used.
the examples I can find online( such as the FHWA example) had bolt pattrens too simple, thus not as many failure modes mentioned.
I have attahced some failure mode sketches I have on mind now( definitely these are not all potential ones),
Could you give me any ideas?
I'm new to Steel girder splice design. I don't have comercial software( such as the PENDOT software). I'm cranking my own mathcad sheet.
The bolted splice has 4 rolls( roll center line across flange) of bolts x 6 bolts each roll. I'm running into diffilcty to check block shear since it has too many potential failure modes, I figure that I have to either exaust all failure modes in my check or figure out which mode controls( which means excluding failure modes that don't control obviously by looking at equation LRFD 6.13.4-1).The problem is that (to me) there are too many block shear failure modes because of the complex bolt patterns used.
the examples I can find online( such as the FHWA example) had bolt pattrens too simple, thus not as many failure modes mentioned.
I have attahced some failure mode sketches I have on mind now( definitely these are not all potential ones),
Could you give me any ideas?