Recent content by YoungPadawan

Thank you guys for helping me out and going above and beyond with your responses. This is has been a very knowledgeable experience.

Thanks KootK! If I analyze it as two separate footings (w/ concrete between them), will I not have the steel reinforcement at the bottom (COMP on top and Tension at the bottom) or T&B (some COMP and TENSION above N.A) and not just top? I would like to know how one would analyze it as beam on...

See link below. Any advice to approach the problem is much appreciated. Note, I tried approaching it as a suspended slab supported by concrete column to check for punching shear, but I feel like I'm just lacking some more direction. Thanks again @KootK...

Hi all, I'm wondering if someone can shine the light on the problem that I am faced with. First, I do want to mention that I am quite new in Concrete Design. So here is my question: I have a 200 mm thk concrete slab on grade that will be supporting a water tank. The tank has two cradles at...