By Lawrence Martin, John Purkiss
The transition from nationwide criteria for concrete structural layout to Eurocode EN 1992 is the largest switch to concrete layout for decades.
This re-creation of Concrete Design explains the main modifications 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 obtainable textbook teaches the necessities of concrete layout to EN1992 to scholars and pros alike.
Read or Download Concrete Design to EN 1992, Second Edition PDF
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Additional resources for Concrete Design to EN 1992, Second Edition
Dimensions should be given from some existing reference point, preferably the face of concrete already been cast. For example, in Fig. 4(b) the dimension to the first link is given from the surface of the kicker, which would have been cast with the floor slab and is used to locate the column to be constructed. The formwork for the column is attached to the kicker and the vertical reinforcement starts from the kicker. 4 Reinforcement of slab and column (7) Cover to the ends and sides of the bars is usually given in the form of notes on the drawing.
7. Vertical static crane loads are increased by percentages from 10 to 25 per cent depending on whether the crane is hand or electrically operated. When designing for earthquakes, the inertial forces must be calculated (EN 1998). This is not of major importance in the UK. (b) Accidental actions include explosions and fire as described in Chapter 5. 3, EN) All possible actions appropriate to a structure should be considered in design calculations. The actions should be considered separately and in realistic combinations to determine which is most critical for strength and stability of the structure.
For saturated and dry concrete, these values can be reduced by approximately 2E-6/8C and 1E-6/8C, respectively. The thermal coefficient of expansion for steel is c ¼ 12E-6/8C and is used in calculations for temperature changes which for the UK are in the range of À 58C to þ 358C. Notice that the coefficients of expansion for steel and concrete are approximately the same which avoids problems with differential movement. 5 EN) This is more of a problem with structural steelwork and of lesser importance with reinforced concrete.
Concrete Design to EN 1992, Second Edition by Lawrence Martin, John Purkiss