Simple supported beam, span 3000 mm, with a concentrated load at midspan 10000 N. The girder is subdiveded in 20 elements PBEAML/CBEAM. In Hyperview dispalying the bending moment, the maximum value results in 7125000 Nmm instead of the expected 10000x3000/4 = 7500000 Nmm. How to display the values at the initial and final nodes of the elements and not at center?
Thanks