Gents:
I have this scenario; a support reaction F x = 172 Kips, F y = 100 kips F z = 21 kips
Due to space restrictions I can only fit 4 – 1 ½” diameter anchor bolts.
What I’m planning to meet this requirement is to use a F1554 GR 105, and a shear lug. Can anyone suggest if this kind of Grade of fastener
Is good for resisting a high shear load?
Engr. Julius Micayas
P.E. license no.32969
Senior Lead Structural Engineer
Phone - 504-841-3014 (direct)
504 837-5275 (office)
Fax - 504-837-2986
e-mail: jmicayas@riverconsulting.com