Hi,
I am modelling an internally reinforced beam, composed of steel sheet of 2 mm in ANSYS MECHANICAL APDL. I am applying concentrated loads as simple bending. I need the deflection results in at least one point. Shall I use the point where the load is applied? Or any other point is suitable? What criterion shall I use?
thanks
hmalfs,
I am modelling an internally reinforced beam, composed of steel sheet of 2 mm in ANSYS MECHANICAL APDL. I am applying concentrated loads as simple bending. I need the deflection results in at least one point. Shall I use the point where the load is applied? Or any other point is suitable? What criterion shall I use?
thanks
hmalfs,