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B. See Cl. 0 x lap length requirements. ) should not be less than 15 times the bar size or 300mm, whichever is greater. 1 Pad Footings and Column Strips Straight bars are normally used without curtailment, and should be detailed if nothing else is specified. However, an anchorage length should be provided from the face of the wall or column to the end of the bars. This may require bobs to be bent at the ends of bars. 2 Pile Caps A full tension anchorage length should be provided from the centre line of the edge pile to the end of the bar.
See OAP Pile Caps 3, Reinforcement Details). 1. 1 No. of Bar Piles Ref. 7 1 Ground Slabs (See Concrete ground floors, R. Colin Deacon. BCA, third edition, 1986, and, Concrete society, Concrete industrial ground floors, Technical report No. 34, 1994) Where ground slabs are cast directly onto fill and most soils they should be reinforced to control cracking. Square mesh fabric (A193) is suitable for this purpose. Laps of 300mm minimum should be used. 3 below). 25 cover (slabs exposed To weather 40) Blinding Sub base Details for fully reinforced slabs are given separately in Section 7 of this Manual.
The resin is then easily injected into the coupler jackets. The action of the resin combines with the mechanical locking detail, and can increase the overall restraint to about twice the yield value of the reinforcing bar. g. probably not suitable for tension piles). The coupler system has proved very useful in refurbishment work, and situations where the decision to use couplers has been made at the last minute. 17-21) Welding of reinforcement should be avoided wherever possible. If necessary however, full strength welds can be obtained with all bars specified in BS 4449.