Search results

Just got my result in IL...acceptable in lateral........good luck everybody....

I think the axial force is made up of two components, the first is due to to overturning moment (or moment transfer of the base shear from the center of the superstructure to the top of the column). This could be compressive and would be 1620 (total force on bent) x 23' / 22'. The second...

I am taking bridges/lateral in april and am willing to exchange emails and participate in discussions

I have not received a letter yet but my name shows on the updated database, I am in central illinois. Congratulations to all who passed and better luck next time for those who didn't.