8/10/2019 6.2 Beam Design

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Job:

Date

Date

Design of Beam for Bending

Sagging moments at Span A-B and F-G

Design Moments = kNm

Concrete Grade = C

Cover to reinforcements = mm

Strenght of reinforcement = N/mm2

Length of beam = mm

Effective width of slab = (4000/2+4000/2 )

Size of reinforcement bar = mm

Size of shear link = mm

This beam is behave as a flange beam ( "T" Beam)

Hense, bef = bw+Lz/5

= bw + (0.7 x L) bef = 995 mm

= mm

d = 500-25-10-20/2 d = 409 mm

= mm

BS 8110-1:1985 K = =

3.4.4.4 bd fcu

Redistribution does not exceed10% , hense K'=0.156

K