Manual for the design of plain masonry in building by The Institution of Structural Engineers

By The Institution of Structural Engineers

Handbook for the layout of undeniable masonry in construction buildings to Eurocode 6. unfastened LEAF UNBOUND variation NO BINDER.

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Additional info for Manual for the design of plain masonry in building structures to Eurocode 6

Example text

L Lintels conforming to BS EN 845-234 with this material/coating reference have integral damp proof systems and may be used without the need to provide a separate damp proof course. L+ Lintels conforming to BS EN 845-234 with this material/coating reference may be used in these locations with a separate damp proof course. R Bed joint reinforcement conforming to BS EN 845-335 with this material/coating reference. C Components outside the scope of BS EN 845-1 to 333-35 but meeting the specification requirements of BS EN 845-133 for the material/coating reference.

For example, hollow or lightweight blockwork can be less resistant to impact or abrasion and may require the use of special fixings, which could be a consideration in certain situations such as factories and warehouses. 2 Classification of environmental conditions The choice of masonry materials is also governed by the exposure conditions to which they will be subjected. EC6 Part 23 gives a classification system for exposure conditions. In order to give adequate consideration to the exposure of completed masonry, it is necessary to look at the climatic (macro) and local (micro) conditions to which the masonry is subject.

EC6 Part 23 gives a classification system for exposure conditions. In order to give adequate consideration to the exposure of completed masonry, it is necessary to look at the climatic (macro) and local (micro) conditions to which the masonry is subject. The macro conditions which must be considered are: rainwater and snow • the combination of wind and rain • temperature variation • relative humidity variation. • The effect of these factors on the micro conditions of exposure of the masonry must be taken into account, together with the effect of any applied finishes or protective cladding.

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