vincentpa
Structural
- Nov 9, 2005
- 223
I haven't designed rod bracing but the situation seems to present itself, so here it goes. I have a couple of questions.
What do you you use for pins for clevises for rod bracing? Bolts, rods? How do you detail a rod so that it doesn't slide out horizontally perpendicular to the gusset? Are there any special detailing requirements or just detailing tips I should be aware of?
Since a rod is not high strength, the Chapter J equations for HS bolts don't apply correct? Would shear be 0.4Fy?
Is the plural of clevis, clevii?
What do you you use for pins for clevises for rod bracing? Bolts, rods? How do you detail a rod so that it doesn't slide out horizontally perpendicular to the gusset? Are there any special detailing requirements or just detailing tips I should be aware of?
Since a rod is not high strength, the Chapter J equations for HS bolts don't apply correct? Would shear be 0.4Fy?
Is the plural of clevis, clevii?