Thank you for your reply, i understand i have not expressed my problem clearly.
My problem is that i can't get reasonable beam forces since strains caused by temperature change results as axial frame forces in beams. When i assign a diaphram to all nodes in slab beam M33 moment values are not...
Hi,
I am modelling a steel structure with mezzanine floors which are to be designed as composite floors. Since i apply a temp. change of +15/-15 to the structure (both frames and shells, shells have one-way dist. to demonstrate deck properties) and frame design method is structural steel. The...
