Modelling of one way slab with cladding

[Tmanzz]

Hello all,

Need some advise and assistance.

I have modelled a 6.0m precast slab spanning in one way using cladding.

I find the results (bending and shear) are higher than it should.

I suspect it is adding the self weight of the slab to the  imposed load and using that for the analysis.

I only want to see the results from the imposed load so I can undertake a comparative analysis.

Any idea how best to do this or how to correct my model?

Thank you

[Simau · Accepted solution]

Hi @Tmanzz 

Load > Load table

delete self-weight line