hello please how do i correct the moment results seeing that they are not zero at the end supports, is there something am doing wrong.
i find out that the diagrams of results from FEM analysis has a problem the shear force is downside up while the moment diagram(bending stress) is upsidedown. can anyone show me how to correct this.
how do i change the grade of steel for plannar elaments from fy-460N/mm2 to fy-250N/mm2 in Advance Design Europe. find attached my GTC model in win rar format.