Hello Everyone,
I have modeled the one-way slab below (3 m short span X 16 m long span) supported by 30x50 cm RC beams on the edge and loaded with 5KN/m2 (without self weight), I used shell model and meshing 30x30 cm.
I see that the moments in the long span (Mxx) is higher than the moment in the short span (Myy) (while I expect the opposite!!)
Can anyone advice me what I have done wrong with my modelling.
Thanks in advance...
Moments in direction of long span:
Moments in direction of short span:
Sign convention in Robot Structural analysis:
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Hi @Sally_Ameen
Results correspnd to slab deformation. Mxx is bigger due to bigger deformation between axes 1-2 and 2-3.. Defined beams are not stiff enough to prevent slab span from deformation.
You probably expect moment distribution corresponding to one way slab supported around perimeter. The moment for shorter span is bigger.
Hi @Sally_Ameen
You probably expect moment distribution corresponding to one way slab supported along longer edge
It is clear thank you. One more question 🙂 why the moments at mid span is negative while I expect positive moment in mid span (is it just a sign convention in Robot)?
Hi @Sally_Ameen
This is sign convention. Tension in z- layer is caused by negative Mxx or Myy moments
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