The total fee for this would be in the 85k to 100k CAD in my market (Ontario, Canada). This would include construction reviews/administration in addition to design/drawings.
That is my plan for the transfer columns - a punching shear check assuming a "corner" or "edge" condition using the 1150 slab thickness and ignore the presence of the 450 slab.
Unfortunately I don't think increasing the concrete strength will help enough that I would be confident in this...
Great points. You make a great case for trying to shifting the column completely below the 1150 slab. My plan is to use stud rails where shear reinforcement is needed.
Your assumption is correct and yes there another location where a similar scenario exists. The column location I'm highlighting...
Hi Everyone,
Long time lurker, first time poster. I have a scenario I would appreciate getting some opinions on. I am a Canadian structural engineer practicing primarily in the GTA (Greater Toronto Area). In return I promise to offer my opinions and advice on future threads where I think I can...
