How to transfer Force Reactions from Fully Fixed Supports (at base of structure) to Foundations????
How to transfer Force Reactions from Fully Fixed Supports (at base of structure) to Foundations????
(OP)
Hi,
I have designed the superstructure of a 2-storey house (beams, columns, floor slabs) and now I want to design the foundations.
My structure is supported on fully fixed supports during the analysis of the superstructure.
In order to design the foundations i need to transfer the force reactions at the fully fixed supports (base of columns) to the foundations.
Which is the best way to achieve this?
I have designed the superstructure of a 2-storey house (beams, columns, floor slabs) and now I want to design the foundations.
My structure is supported on fully fixed supports during the analysis of the superstructure.
In order to design the foundations i need to transfer the force reactions at the fully fixed supports (base of columns) to the foundations.
Which is the best way to achieve this?






RE: How to transfer Force Reactions from Fully Fixed Supports (at base of structure) to Foundations????
RE: How to transfer Force Reactions from Fully Fixed Supports (at base of structure) to Foundations????