Redistribution of Moments – Continuous Beams & Frames (IS 456:2000 Clause 37.1.1)

Redistribution of Moments – Continuous Beams & Frames (IS 456:2000 Clause 37.1.1)

Enter Elastic Moments (kNm):

Enter negative (-) for hogging moments at supports and positive (+) for sagging moments at midspan.

Section	Elastic Moment (Mel) kNm
Left Support (A)
Midspan (B)
Right Support (C)

Depth of Neutral Axis x_u (mm): Effective Depth d (mm): Structure Height (no. of storeys): Chosen Redistribution Percentage δM (%) ≤ 30 (≤ 10 if > 4 storeys):