By Lawrence Martin, John Purkiss
The transition from nationwide criteria for concrete structural layout to Eurocode EN 1992 is the most important swap to concrete layout for decades.
This re-creation of Concrete Design explains the main ameliorations among BS8110 and EN1992, and teaches the basics of the layout of concrete buildings to conform with the Eurocodes.
With many illustrations and labored examples, this available textbook teaches the necessities of concrete layout to EN1992 to scholars and execs alike.
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Extra resources for Concrete Design to EN 1992, Second Edition
2 Construction Rules To ensure that the structure is constructed as specified by the designers, construction rules are introduced. For concrete, these cover quality of concrete, formwork, surface finish, temporary works, removal of formwork and falsework. For steelwork, the rules cover transport, storage, fabrication, welding, joints and placing. For prestressed concrete there are additional rules for tensioning, grouting and sealing. 3 Quality Control Quality control is necessary to ensure that the construction work is carried out to the required standards and rules.
This process is tedious and an experienced designer often knows the critical action combinations and the positions of the critical values, which avoids some of the work involved. Alternatively the diagrams can be generated from input data using computer graphics. In more complicated structures and loading situations, envelopes are useful in determining where a change of member size could occur and where splices could be inserted. In other situations, wind action is a further alternative to combinations of permanent and variable actions.
Length of each bar (mm). Shape code. Dimensions required for bending. Five columns specifying the standard dimensions corresponding to the particular shape code. These dimensions contain allowances for tolerances. If a bar does not conform to one of the preferred shapes then a dimensioned drawing is supplied. Bars are delivered to the site in bundles, each of which is labelled with the reference number of the bar schedule and the bar mark. These two numbers uniquely identify every bar in the structure.
Concrete Design to EN 1992, Second Edition by Lawrence Martin, John Purkiss