Design Example L1 provided by eurocode6.org ©eurocode6.org Page 5 Now total design shear force to each vertical support is: = 1,5 x 0,45 x 2,075 x (4,15 + 2,075) = 4,360 kN 2 Again, considering load to be uniformly distributed along support The design ...
Figure 7: Applied loads to a masonry construction BS 5628 Part 1 provides guidance on the characteristic flexural strength of masonry: this is based on the type of masonry unit and the designation of the mortar.
Guidance on the use of traditional lime mortars is not covered in BS 5628 and they are generally used in renovation projects. However, ...
Additional guidance is also given in BS 5628 Part 3 for walls subject to imposed lateral load only and internal walls or partitions not designed for imposed loading.
... BS 5628: Part 2: 2000, and BS 5628: Part 3: 2001; g. for structural work of timber, BS 5268: Part 2: 2002, BS 5268: Part 3: 1998, and section 6:1 of BS 5268: ...
If the building is greater than the sizing or loading limits given in the approved document, the design should be based on BS 5628: Parts 1 or 2 to ensure an adequate margin of safety against the ultimate limit state being reached.
The design of masonry construction is covered by BS 5628-3; clause 5 entitled "Design" lists the factors that should be taken into account.
BS 5628-3: 2005 Code of practice for the use of masonry - Part 3: Materials and components, design and workmanship BS 8215: 1998 Code of practice for the design and installation of damp-proof courses inmasonry construction BS EN 771-3 Specification for masonry Units ...
BRITISH STANDARDS REFERENCES DD140: Wall ties BS 476: Fire tests on building materials and structures BS 1243: ... Guide to accuracy in building BS 5628: Code of practice for use of masonry (Parts 1,2 and 3) BS 5642: Cills and copings BS 5977: ...
Note: BS 5628 will be revised to take into account the revision to A3 at the same time as references to the European Masonry Standards are incorporated. ...
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