Download PDF by : BS 8110-1: 1997: Structural use of concrete - Part 1: Code

ISBN-10: 0580262081

ISBN-13: 9780580262081

This a part of BS 8110 supplies innovations for the structural use of concrete in constructions and constructions, aside from bridges and structural concrete made with excessive alumina cement. The concepts for robustness were ready at the assumption that each one load-bearing parts, e.g. slabs, columns and partitions are of concrete. In a constitution the place concrete parts similar to ground slabs are utilized in conjunction with load-bearing components of alternative fabrics, related rules are applicable yet, whilst enough robustness is equipped by way of different ability, the binds suggested by way of this code is probably not required.

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Extra info for BS 8110-1: 1997: Structural use of concrete - Part 1: Code of practice for design and construction

Sample text

M N sv design ultimate moment at the section considered. design axial force. spacing of links along the member. sb spacing of bent-up bars. V Vb design shear force due to ultimate loads. design shear resistance of bent-up bars. v vc design shear stress at a cross-section. 8). vc½ design concrete shear stress corrected to allow for axial forces. ¶ angle between a bent-up bar and the axis of a beam. angle between the “compression strut” of a system of bent-up bars and the axis of the beam. 8Æfcu or 5 N/mm2, whichever is the lesser, whatever shear reinforcement is provided.

NOTE Designated mixes are not normally applicable to precast concrete or for cast in-situ concrete in piling and diaphragm walls. 3; b) the corresponding free water/cement ratio is reduced by not less than the percentage reduction in the cement content; c) the resulting mix can be placed and compacted properly; d) the establishment of systematic control to ensure that the reduced limits are met in the concrete as placed. 3 and a systematic checking regime is established to ensure adherence with the free water/cement ratio and cement content, the concrete strengths C30, C35, C40 and C45 may be relaxed by not more than 5, that is to C25, C30, C35 and C40 respectively.

6 except that the rib width may include the walls of the blocks on both sides of the rib. For slabs spanning in two directions on to walls or beams, the check should be carried out for the shorter span. 8 apply. 9, bv may be calculated assuming all material below the upper flange of the unit to be concentrated in a rectangular rib having the same cross-sectional area and depth. 9. 10 may be used. 12 % of the topping, in each direction; the spacing between wires should not be greater than half the centre-to-centre distance between ribs.

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BS 8110-1: 1997: Structural use of concrete - Part 1: Code of practice for design and construction


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