Page 39 - Architects Design and Installation Manual
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Quick Facts                                                         Page |   39

       ● Structural calculations for various projects        Structural Reports
       ● Assessment of Stability, wall/wind load etc.                 Calculations
       ● Provides a stable backing to the cavity



                     Structural calculations available online at www.surecav.co.uk

    SureCav Limited have made available the structural calculations that have been produced for
    various construction projects.  The scope of these calculations include brick, flint and stone as
    well as random stonework. Calculations have been carried out for assessments of the following:
    Stability, Wall load, Wind load, Lateral load, Foundations, Wall ties and Insulation.

                      Download more from www.surecav.com
     Example Summary

     Re: Cavity Wall Spacer System Wall Visual and Analytic Assessment

     …..These calculations have demonstrated that the wall system will be stable in most locations
     and altitudes and assumed lateral pressure of 1.15kN/m2. In addition type 2 wall ties and
     grade 3 mortar are required to satisfy this on external walls.

     ….. we are of the opinion that the Incorporation of this stiff however light material is likely to
     have marginal increases in effective and allowable flexural characteristics due to its robust
     nature.

    ..…queries have been raised with respect to the suitability of using this system with random
     stone and whether the wall ties will pull out on uneven beds and stone thickness. This is a
     genuine query when considering a random stone external skin that will be unstable and we
     agree that concrete block backing would be recommended for most thin stonework. However,
     the incorporation of this system applied to the back face of insulation or timber frame etc.
     provides an extremely stable and vertical smooth formwork face providing a stable backing to
     the cavity. As the external wall skin is constructed in short lifts any gaps can be filled tight
     with mortar and rammed into the dimple moulded recess, leaving a scabbled and scarified
     key at the top for the next lift and allowing the mortar to cure will ensure that a homogenous
     and robust vertical slab is provided. Therefore wall ties whether embedded over stone or
     mortar are embedded in this case into the same monolithic mass of masonry.
     Ian Caldwell Bsc(Hons) CEng MICE MI Struct Eng. CC Engineers Ltd.
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