Yes, I got ACI 350-06 and ACI 350.4R-04. Second doc includes design considerations...very usefull. Thank you. I think I have all the ref that I need....
Thanks for your opinion. My intention was not to use forum to teach me how to design. We are all professionals. Tank problem is not a complicated structure. Others in forum pointed me in right direction and that is greatly appreciated. Thanks...
Steve/jedClampett: Thanks for your responses. I got the PCA references. Also thanks for your recommendation. I agree the slab will support the walls.
I will design the slab as a structural slab using plate coefficients with load distributed from the walls. I will not account for the load...
Thanks a million. I will get these refs. Do you design slab for +ve moment at mid-span since there are equipment loads (dead loads) and -ve moment at ends at walls; or is it a slab-on-grade?
