Page 173 - Corkjoint E-Catalogue

Cover
Minimum cover C to local reinforcement is to
u
the recommendations of BS EN 1992.
Maximum cover C to face of slab is as shown
f
below:
Ref Max Cover Ref Max Cover
DSD to Face C (mm) DSDQ to Face C (mm)
f
f
25 40 - -
30 40 30 40
50 40 50 40
65 40 65 40
75 40 75 40
100 50 100 65
130 50 130 70
150 70 150 70
400 80 400 80
450 50 450 50

C u

C u

Cover C f

Minimum Wall Thickness Guidance on Specifying DSD at Beam Connections
The diagram and table show the minimum vertical and horizontal dowel spacings. For further
guidance, and local reinforcement requirements, please contact Ancon.

Minimum Dowel Centres
DSD Type H min
W T DSD25 180mm
* 0.5H min
DSD30 180mm
DSD50 180mm
DSD65 200mm
Ref Minimum Wall Thickness W T H DSD75 240mm
DSD/DSDQ DSD DSDQ * H min DSD100 320mm
25 180mm -
30 180mm 190mm DSD130 360mm
50 185mm 210mm DSD150 450mm
65 205mm 225mm DSD400 600mm
75 205mm 225mm * 0.5H min DSD450 600mm
100 260mm 290mm
130 315mm 340mm
150 325mm 355mm * 0.5H min * H min * 0.5H min
400 385mm 405mm
450 420mm 455mm

Tel: +44 (0) 114 275 5224 www.ancon.co.uk 13