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Side face reinforcement of deep beams
Side face steel for beams more than 750 mm deep. Reference: IS 456:2000 Cl. 26.5.1.3.
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# Data
b := 350 mm
D := 900 mm
D > 750 mm =
# Side face steel
A_sf := 0.001*b*D = mm^2
A_face := A_sf/2 = mm^2
s_max := min(300 mm, b) = mm
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More IS 456 sheets on detailing
- Development length of bars in tension and compression
- Lap length of reinforcement bars
- Effective depth from cover and bar sizes
- Minimum and maximum reinforcement
- Bar spacing in a slab