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This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) _T Fig. 2.28 Precast concrete floors 6000 6000 H— / 9o00 /i' /:elements precast floor elements . •.. On the other hand the disadvantages are: ceiling line • Composite and diaphragm action is not readily achieved without a structural floor screed. • Heavy floor units are difficult to erect in many locations and require the use of a tower crane, which may have implications for the construction programme. 2.3.4 Bracings Anatomy of structure 71 Three structural systems are used to resist lateral loads: continuous or wind-moment frames, reinforced concrete walls and braced-bay frames (Fig. 2.29). Combinations of these systems may also be used.
This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) 72 Multi-storey buildings Continuous construction /\ U U U El >< >< >< >< eccentric cross K Fig. 2.29 Bracing structures: (a) continuous frame; (b) reinforced concrete wall; (c) braced bay frames Continuous frames are those with rigid moment-resisting connections between beam and columns. It is not necessary that all connections in a building are detailed in this way: only sufficient frames to satisfy the performance requirements of the building. The advantage of a continuous frame is: • Provides total internal adaptability with no bracings between columns or walls to obstruct circulation.
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