Comparison of BS and EC2

Span 6m span beam consider for Comparison of BS and EC2

Section 300x600mm
Concrete Grade 25 N/mm2
Steel Yield Strength 500 N/mm2
Dead Load 30 kN/m
Live Load 20 kN/m

 

BS 8110 1997 EC2
Design Load
1.4*35 + 1.6*20 = 81 kN/m
Design Load
1.25*35 + 1.5*20 = 73.75 kN/m
Bending Moment
wl^2/8 = 81*6^2/8 = 364.5 kNm
Bending Moment
wl^2/8 = 73.75*6^2/8 = 331.9 kNm
Shear Force
wl/2 = 81*6/2 = 243 kN
Shear Force
wl/2 = 73.75*6/2 = 221.25 kN
K = 0.159 > 0.156 = K’
Compression R/F required
K = 0.145 < 0.167 = Kbal
Compression R/F not required
As = 1946 mm 2 As = 1626  mm2
A’s = 33 mm2 A’s = 0 mm2
Shear R/F
T10 @ 285 mm c/c
Shear R/F
T10 @ 415 mm c/c

 

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