DESIGN

Effective Flange Width (T-Beam)

The slab width acting with a beam web as a T/L-beam compression flange

Also calledeffective flange widtheffective width t beamflange widthbf t beamslab as flange
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CODES
Definition

Effective flange width (bf) is the limited portion of a monolithic slab that can be assumed to act together with the beam web as the compression flange of a T- or L-beam in flexure. The whole slab does not act fully because of 'shear lag' — compressive stress is highest over the web and falls off across the slab — so the code prescribes a conservative effective width that, used at uniform stress, gives a safe equivalent flexural capacity.

IS 456 Cl. 23.1.2 gives bf for a T-beam as the least of (l0/6 + bw + 6Df), the actual available width (centre-to-centre of adjacent beams), and (bw + clear span between beams)-type limits, with separate (smaller) expressions for L-beams and isolated beams, where l0 is the distance between points of zero moment. Because the flange greatly increases the compression area, T-beam action usually keeps the neutral axis within the flange, producing economical, shallow, ductile beams — ignoring it (designing as rectangular) is overly conservative and uneconomical.

Where used
  • Flexural design of monolithic floor/roof beams
  • T-beam + L-beam capacity + section sizing
  • Determining neutral-axis location (in flange vs. web)
  • Slab-beam composite flexural behaviour
  • Economical continuous-floor beam design
Acceptance / threshold
bf taken as the least of the IS 456 Cl. 23.1.2 expressions for the relevant case (T/L/isolated beam), based on the span between points of contraflexure (l0); flange assumed effective only where it is in compression and monolithic with the web.
Frequently asked
What is effective flange width of a T-beam?
The limited slab width assumed to act with the beam web as the compression flange, taken as the least of the IS 456 Cl. 23.1.2 limits (e.g. l0/6 + bw + 6Df) because shear lag prevents the full slab from being fully effective.
Why not use the full slab width as the flange?
Because of shear lag, compressive stress concentrates near the web and reduces across the slab. The code's effective width is the equivalent uniform-stress width that safely represents this non-uniform distribution.
Related terms