Tutoriel Slab Eurocode 2 with Robot Structural Analysis, Excel and Structural Bridge Design

Comparison of a slab calculation to Eurocode 2 ANF using Robot Structural Analysis, Excel with abacus and Structural Bridge Design.

We have the following steps for comparison:
0:00 Explanation of subject
1:48 Bending moments, Mxx, Myy, Mxy with finite element size variations.
4:57 Bending moments recomposed according to Wood and Armer Mx, My.
6:43 Uncracked elastic deflections (abacus / shell / beam)
8:03 Theoretical rebar Asx, Asy
11:12 Crack opening Wk
15:25 Stiffness coefficients between uncracked and crackedl (D/B)
22:20 Cracked reinforced concrete deflection (u) in EC2 shell 7.4.1(4) with and without updated stiffness FE
26:27 Importing steel maps into Revit (RVT) and AutoCAD (DXF, DWG)
26:57 Installation of welded mesh with Robot Dalle BA
28:33 Checking with welded mesh steels
29:30 Finally, slab calculation with Robot Poutre BA and comparison of results: As, Wk, total deflection EC2 7.4.1(4), deflection variation 7.4.1(5) and FFB harmful deflection 7.4.3(7)
33:30 Summary