Dear all
My manager is "forcing me" to teach a Junior engineer. I was hired as a Senior Engineer and after joining the company the manager told me I am only here to support the junior engineer. Is this right?
Thanks for your feedback
The piles are vertical. Due to high lateral loads 9 pile group was adopted, this ensured that pile head lateral deflection is under 1% of pile diamter (1000mm).
Dear all
I am designing a pile cap as attached using SAFE software.
I am getting failure of punching shear. How to solve?
Pile cap size: 7.5m by 10m, 1.5m thick;
Loads: 8800 kn vertical and 5000 kn horizontal;