A T-Beam slab flor of reinforced concrete has a 150 mm thick, spanning between the T-beam which are spaced 3m apart. The beam have a clear span of 10 m and end bearing are 450 mm thick wall.
The live load on the floor is 4 kn/sq,m using M-20 grade concrete and Fe-415 HYSD bars, Design one of the intermediate T-beam.
(Using IS 456 Code Equation)
Clear Span = 10 m
Bearing thickness = 450 mm
Working live load = q = 4 kn/sq.m
Spacing of T beam = 3 m
Fck = 20 N/sq.mm
Fy = 415 N/sq.mm
Df = 150 mm
Step 1 : Cross sectional Dimensions
Step 2 : Effective Span
Step 3 : Loads
Step 4 : Ultimate moment and shear force
Step 5 : Effective width of flange
Step 6 : Moment capacity of flange
Step 7 : Tension reinforcement
Step 8 : Shear Reinforcement
Step 9 : Reinforcement Diagram
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