Bending plate moment for slab design.

Natthapong Wongjanta — Thu, 11 Apr 2019 04:50:51 GMT

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.

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Wed, 14 Nov 2018 00:04:17 GMT

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Moment in plate model

Natthapong Wongjanta — Wed, 14 Nov 2018 09:30:24 GMT

From same model ,I want to know , why the result of moment doesn't same or closed when i see result from Along line and Contour.

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Bending plate moment for slab design.

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Moment in plate model