RE: Support reaction and beam end results do not match

Of course it's appears to be different as you introduced Joint loads and OFFSETS. These were not stated in your initial statement which was as follows;

"I need held regarding the following:

Model details:

Slab (plate elements) resting on beam (member) on one long side only. Supports; fixed at both ends.

Slab size: 4m x 2m x 1m; Mesh size 0.2m x 0.2m

Beam length: 4m (split in to size of 0.2m length), Section size 200mm x 200mm

Load: Self wt of slab only

Problem:

The support reactions and the beam end forces do not match at the supported nodes.

Thanks."

Which area you want me to look at?