I need your opining. I can use any of the two options shown but which one would be better?
Usually I set the top elevation of the foundation to be 1 ft below the exterior grade but the solution with the monolithic slab seems to much more straightforward.
Hello,
I have read this thread ---> Link
And I'm interested in reading the Mathcad file the original poster submitted. But it is in MathCad 15 format. I have mathcad prime 9 but the converter is unable to convert this file. (Maybe because not all functions are translatable to the prime version...
Hello,
Using ASCE7-16, what roof zones are applicable to the roof above the open spaces on the sides of the building?
Could this part of roof be considered an overhang and use roof overhang zones?
Kind, regards.