MODELING SPREAD FOOTING WITH TIE BEAMS
MODELING SPREAD FOOTING WITH TIE BEAMS
(OP)
In modeling reinforced concrete building, the most usual assumption is that the support will be fully fixed. But I wonder if this is true considering that there will be a movement of the support due to soil reaction. So perhaps maybe it is between fully fixed and fully hinge condition.
If we will place a tie beam, then we would like to make the tie beam carry the moment of the spread footing thus,making the the spread footing carry the axial load only. I would like to ask any suggestion of modeling the spread footing with tie beam in staad pro ,sap or any other software..
thanks
If we will place a tie beam, then we would like to make the tie beam carry the moment of the spread footing thus,making the the spread footing carry the axial load only. I would like to ask any suggestion of modeling the spread footing with tie beam in staad pro ,sap or any other software..
thanks






RE: MODELING SPREAD FOOTING WITH TIE BEAMS
RE: MODELING SPREAD FOOTING WITH TIE BEAMS