akamike
Structural
- Jul 19, 2004
- 10
I have a base plate on a 54" sq pedestal with (2) 2-1/4 diameter x 27" anchor bolts on each of the four sides. There is a HUGE moment which puts the M/P eccentricity about 7 feet away from the center of the base plate. Assuming the base plate is thick enough that the failure is pullout or yield of anchor bolts, how do I calculate the compression stress block in the concrete pedestal? Thanks.