Adding Triangular mesh with Quadrilateral mesh to create round opening - Is it permitted, if not, what are the implications

ANAR PARIKH — Thu, 03 May 2018 16:49:46 GMT

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Wed, 17 Jan 2018 04:12:26 GMT

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Seismic Load on Plate element

ANAR PARIKH — Wed, 17 Jan 2018 18:50:51 GMT

Hello,

I have modelled a culvert using 3D shell element. In order to apply the seismic load, which I have calculated manually in kN as a nodal load, How do I apply the nodal load for the whole laylength of the structure..

I have model 3 legged culvert for the lay length of 2.4m. I feel the nodal load should be divided by the lay length and multiplied by 1m in order to get realistic result.

I do not want to use the seismic definition,but, instead use my manual calculation input value.

can you help!

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Adding Triangular mesh with Quadrilateral mesh to create round opening - Is it permitted, if not, what are the implications

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Seismic Load on Plate element