Search results for query: *

I am designing a metal building foundation and uplift is by far the controlling factor. I am considering using part of the grade beams between column footings, which are square, to assist in the gravity load resisting force. Are there any limitations as to how much of the grade beam can be used?

I am designing a foundation for a metal building. I have a frame load but I am considering using the collateral gravity load to resist uplift as well. I am not sure I should??

You're right. I forgot about that section.

Trying to decide when I can and can't deviate from minimum steel requirements???

Trying to decide when I can drop the minimum steel requirement in design. For instance, vertical piers for a house. Minimum steel puts the design way over...