By The Institution of Structural Engineers
General approach to Detailing Structural Concrete - A handbook for most sensible practice
This rfile is meant to develop into a typical reference that may be utilized in conjunction with the conventional layout codes and manuals for paintings in structural layout workplaces. the target has been to pre reliable perform tips inside a operating rfile on structural concrete that may be used to interpret the designer’s directions within the kind of drawings and schedules for communique to the positioning.
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Extra resources for Standard Method of Detailing Structural Concrete. A manual for best practice
In case of adjacent laps, the clear distance between adjacent bars should not be less than 2b or 20mm. When the provisions comply with the above, the permissible percentage of lapped bars in tension may be 100% where the bars are all in one layer. Where the bars are in several layers the percentage should be reduced to 50%. IStructE/Concrete Society Standard Method of Detailing Structural Concrete Chapter five 41 All bars in compression and secondary (distribution) reinforcement may be lapped in one section.
The importance of achieving cover cannot be overstressed since the durability of the structure is often determined by this. 1) Nominal cover is the cover specified by the Designer and shown on the structural drawings. Nominal cover is defined as the minimum cover, cmin, plus an allowance in design for deviation to all steel reinforcement, Δcdev. g. links in a beam). The nominal cover to a link should be such that the resulting cover to the main bar is at least equal to the size of the main bar (or to a bar of equivalent size in the case of pairs or bundles of three or more bars) plus Δcdev.
Local sections are preferably placed alongside the plan. 200 200 a) General cross-sections These provide a general impression of the entire vertical structure. Major dimensions and levels shown. Complicated profiles etc. may remain undimensioned; these are shown by local section prepared with the floor layouts. The elevation of background walls and columns are often included to increase impression. 3 Fixing in concrete Where ancillary fixings are likely to affect the proper location of the reinforcement they should be located on the drawings.
Standard Method of Detailing Structural Concrete. A manual for best practice by The Institution of Structural Engineers