Uplift point loads in my model are not being considered by the ram beam design module
I have a building with screen wall loads on the roof. These loads act as a couple with the main post and the kicker having reactions in opposite directions. When I add these loads to the ram model, ram beam module is only considering the downward gravity…
RAM Foundation: Uplift of Complete Footing
When designing a footing in RAM Foundations for uplift due to a steel brace frame we have adjusted to uplift Safety Factor to 1.0
Moments on the footing due to shear loads have not been included because it has been determined that the soil will be…
Error in Staad Foundation Advanced
Kindly help me figure this out pleaseee
and please elaborate my mistake if ever thanks
Excessively high displacements when analyzing mat foundation in STAAD Foundation Advanced
Applies To
Product(s):
STAAD Foundation Advanced
Version(s):
ALL
Environment:
ALL
Area:
General
Subarea:
Mat Foundation
Original Author:
Sye Chakraborty, Bentley Technical…
RAM Footing Design
Take a look at the attached footing module design. It is subject to uplift and shear on the concrete pedestal. If I decrease the thickness of the footing my overturning factor of safety and bearing pressure goes down significantly. If I increase the thickness…