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RC section at ULS
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For bi-axial bending you will need to assess the moments in each direction (both x-x & y-y) and design for single axis bending but with an increased moment. This will allow you to then construct your MN interaction diagram.
You concrete design code should outline a procedure for this. the place to look is under biaxial bending of columns. It is too protracted to type out the procedure here. Andy Machon
You concrete design code should outline a procedure for this. the place to look is under biaxial bending of columns. It is too protracted to type out the procedure here. Andy Machon
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