Yousef ZAA
Structural
Hi all,
Is there any restrictions on drawing strips in SAFE, does it depends on Geometry on loading and size, For example if i had a strip footing with walls and columns on, is preferable to read finite result than strip design moment and design? and what is the difference between middle and column strips when dealing with spread footing.
Is there any restrictions on drawing strips in SAFE, does it depends on Geometry on loading and size, For example if i had a strip footing with walls and columns on, is preferable to read finite result than strip design moment and design? and what is the difference between middle and column strips when dealing with spread footing.