Starling35
Civil/Environmental
Hi,
Does anyone know how to calculate fixed end moment cause by a point load acting at the end of a cantilever plate. Assume the plate is fixed. See picture attached.
From some internet research I've done plate analysis is quite a complicated subject but I just need a conservative answer.
Thanks
Does anyone know how to calculate fixed end moment cause by a point load acting at the end of a cantilever plate. Assume the plate is fixed. See picture attached.
From some internet research I've done plate analysis is quite a complicated subject but I just need a conservative answer.
Thanks