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When calculating isolated pad footings, an option for masonry/brick to be used and also the column to be beneath slab layout...
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The footing design does not check for uplift forces (when uplift forces exceed footing weight)
As a user, I'd like to define lateral load at the appropriate depth as needed.
In accordance with API-650, AWWA, PIP3020, etc.
Where is the continuous strip
Why is there no option for wall strip footing design? Why can't I be able to add Vx (kN) Vz (kN) Mx (kN-m) Mz (kN-m) in the...
add z-edge distance in geometry
Hi, some geotech provide directly the bearing capacity and skin friction capacity. Please make a custom input for that option
