Could you elaborate further meaning of producing simpler models?
Also, would it be possible for me to minus off the load cming from the shaft if the shaft is within the 2d punching critical perimeter of the column.
For the 2 columns on the right, i did an individual check however when it comes...
Hello! I've attached a proper sketch with proper dimensions. Would like to hear your opinion. I really want to know your opinion on overlapping punch shear perimeters too.
on.https://files.engineering.com/getfile.aspx?folder=44a4550d-ed4b-4d76-9050-b2a783b8d1e0&file=Capture.JPG
1) If i were to combine them, the column location, do i take the centroid of the distance between the 2 columns? For the loading do i take the higher of the 2 as if i combine both of the, i am sure my shear capacity check would fail.
2) Noted!
Hi I have a question regarding punching shear check for transfer slab.
The transfer slab is 1.2m with a perimeter around 10m x 10m .
1) If the columns supporting the transfer slab are close to one another (lets say 1m distance c/c) Do i combine them to check punching shear? If so, do i also...
