Yorgen
Structural
- Jan 31, 2024
- 2
Hello from abroad.
I am currently working on a concrete slab with elevation gaps and changing thickness. when using plate elements .i have noticed that changing the offset of the slab (even thou the thin slab is still fully fixed within the thick slab) yields different moment results(by 15% approx). i assume the difference in the results is due to boundary condition applied by the program (atir strap). I am having hard time understanding the difference in results since the thin slab is still fully fixed to the thicker slab.
any source of information explaining the gap in results by statics would be helpful. also any paper explaining when offset should be used.
Hopefully my english was clear enough.
Thnak you.
I am currently working on a concrete slab with elevation gaps and changing thickness. when using plate elements .i have noticed that changing the offset of the slab (even thou the thin slab is still fully fixed within the thick slab) yields different moment results(by 15% approx). i assume the difference in the results is due to boundary condition applied by the program (atir strap). I am having hard time understanding the difference in results since the thin slab is still fully fixed to the thicker slab.
any source of information explaining the gap in results by statics would be helpful. also any paper explaining when offset should be used.
Hopefully my english was clear enough.
Thnak you.