hi,
i have an assembly of two c section joined and at its end it iswelded with brackets.
length of beam is(two c section) is 1900. actually according to myrequirement if a 2000kg f will applied deflection should be max4.5mm & FOS is 2.
take any material according to requirement.
now i have to prove in analysis that deflection & FOS shouldcome in cosmos.
i have tried all the technique but it does not get proper result.
if i get deflection 4.5mm then fos may be too small.....
so how to do this?SolidworksSimulation
i have an assembly of two c section joined and at its end it iswelded with brackets.
length of beam is(two c section) is 1900. actually according to myrequirement if a 2000kg f will applied deflection should be max4.5mm & FOS is 2.
take any material according to requirement.
now i have to prove in analysis that deflection & FOS shouldcome in cosmos.
i have tried all the technique but it does not get proper result.
if i get deflection 4.5mm then fos may be too small.....
so how to do this?SolidworksSimulation