I have been model the plate ,base on same thickness same load, but different mesh size as show on the picture. The result of bending moment are differ (shown on picture). I want to get bending moment value to design reinforcement rebar, but i am not sure which the bending moment result can be get design. Anyone please to describe and get example about that. So for example RC.design like .... As = M/fsjd, ***** I was calculated the strip width for compare bending moment and not same .... 9.03x0.75 = 6.78 t.m ≠ 4.88x1.5 =7.32 t.m ..... 5.91x0.75=4.44 t.m. ≠ 1.73x1.50=2.59 t.m.
Thank you.