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moments at beam ends are not zero
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. -
display of FEM analysis diagrams
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.
nnenda
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Change the grade of steel for planar elaments
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.Attachment: engrikechi_1.rar