RCC · slab
Two-way slab on four sides
1
Panel geometry
clear dimensions between beam faces
ly/lx = 1.222two-way actionleff,x = 3.675 m
2
Materials and durability
Concrete grade, fck
Steel grade, fy
Exposure condition
Bar diameter
main (x)
dist. (y)
Nominal cover 20 mm · M20 meets the minimum grade M20 for mild exposure
3
Loading
IS 875 Part 1 & 2 · self weight added by the engine
self wt = 2.50 kN/m²w = 7.00 kN/m²wu = 1.5w = 10.50 kN/m²
4
Edge conditions
IS 456 Table 26 · torsion provided at corners