Hi,
Indian Standard codes give following specification for two way slabs for their analysis.
Bending moment for short span, Mx= Ax.w.Lx^2
Bending moment for long span, My = Ay.w.Ly^2
Where, Ax and Ay are moment co-efficients depending on the ratio Lx/Ly.
Mx = Ax.w.Lx^2
My = Ay.w.Ly^2
Where Ax and Ay are co-efficients depending on the ratio Ly/Lx.
At the corners, top and bottom reinforcement should be provided for torsion.
Thanks for visit!
Indian Standard codes give following specification for two way slabs for their analysis.
- Case 1: Simply supported slabs which do not have adequate provision to resist torsion at corners, and to prevent the corners from lifting.
Bending moment for short span, Mx= Ax.w.Lx^2
Bending moment for long span, My = Ay.w.Ly^2
Where, Ax and Ay are moment co-efficients depending on the ratio Lx/Ly.
- Case 2. Simply supported on the four edges and corners of the slabs are held down.
Mx = Ax.w.Lx^2
My = Ay.w.Ly^2
Where Ax and Ay are co-efficients depending on the ratio Ly/Lx.
At the corners, top and bottom reinforcement should be provided for torsion.
Thanks for visit!
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