I may have an older sample exam, so bear with me...
Problem 105 looks for the minimum dead load to resist overturning in a precast wall panel. I can't seem to figure out how they come up with the dead load resisting moment.
They show the DLRM as (2/3)*(8^2/2)*w = 21.3 *w.
Obviously this isn't enough by itself to solve anything, but if anyone has figured this problem out, let me know.
Problem 105 looks for the minimum dead load to resist overturning in a precast wall panel. I can't seem to figure out how they come up with the dead load resisting moment.
They show the DLRM as (2/3)*(8^2/2)*w = 21.3 *w.
Obviously this isn't enough by itself to solve anything, but if anyone has figured this problem out, let me know.