Compare BS 8110 and EC2

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Simply Supported beam

Span 6m
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 fsdfljsfsfslfsdfsddddd	EC2ssfsflsfslfsfslfslfslfddddddddddd
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 mm2 ccccccccccccccccc	As = 1626  mm2 ccccccccccccccccc
A's = 33 mm2 ccccccccccccccccc	A's = 0 mm2 ccccccccccccccccc
Shear R/F T10 @ 285 mm c/c	Shear R/F T10 @ 415 mm c/c