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Setting out

Brickwork CO− / CO / CO+

CO=n(l+j)CO−=CO−jCO+=CO+j
where
CO
coordinating size (mm)
n
full stretcher modules
l
brick length (mm)
j
perpend joint (mm)
Explain this equation

This gives coordinating sizes for brickwork, so that piers, panels and openings are dimensioned to whole bricks and avoid cutting.

n is the number of full stretcher modules, l is the brick length and j is the perpend joint, all in mm. One module is a brick plus one joint, l + j. CO is n of those modules. CO− has one joint fewer, which is the size of a pier or panel with free ends. CO+ has one joint more, which is the size of an opening between two pieces of brickwork.

A run of n bricks always contains n bricks and either n − 1, n or n + 1 joints, depending on what is at the ends. Subtracting or adding one joint to CO gives the other two cases.

With 215 mm bricks and 10 mm joints a module is 225 mm. Four modules give a 900 mm CO, an 890 mm pier and a 910 mm opening.

Watch out: this covers full bricks only. It does not deal with corners, half-bat bonds or specials.

Calculate three boundary conditions for a number of full stretcher modules.

mm
mm

Enter your values to see the result.

Good to know

Use the boundary condition shown on the drawing. This full-unit calculator does not automatically resolve corners, half-unit bonds or specials.

Sources

  • BDA dimensions

Estimates are not design approval or British Standards compliance checks. Structural arch, retaining-wall, wind, foundation, lintel and masonry-capacity design are not performed. Use the project engineer’s specification.