Hi everyone,
I will like to ask for your previous practice and reflection on design and construction aspect of a corner strap footing as shown on the picture.
i want to focus particularly on the stability issue for overturning and toppling.
FYI, the building is a G + 2 residential one.
The geometry ( F3) :
The system:
Extruded view of CSI SAFE model (the pad on the cloud mark is the question):
CSI SAFE deformed shape for overturning check of a wind load combination (0.9 Gk + 1.50 * W ):
Additional recommendation for detailing according to EC2:
Your thought and reflections are really valuable and worth.
I will like to ask for your previous practice and reflection on design and construction aspect of a corner strap footing as shown on the picture.
i want to focus particularly on the stability issue for overturning and toppling.
FYI, the building is a G + 2 residential one.
The geometry ( F3) :
The system:
Extruded view of CSI SAFE model (the pad on the cloud mark is the question):
CSI SAFE deformed shape for overturning check of a wind load combination (0.9 Gk + 1.50 * W ):
Additional recommendation for detailing according to EC2:
Your thought and reflections are really valuable and worth.