Masonry brick slip cutting calculator

Calculate slips per course and courses with your own figures.

Your numbers

Use the units shown. Results update as you change valid inputs.

Use slips per course and courses to compare changes to your inputs. The method and limits below explain the scope.

Examples

Examples

Try the starting example

Surface width (mm)
3500
Surface height (mm)
2400
Slip width (mm)
215
Slip height (mm)
65
Specified vertical/horizontal joint (mm)
10
Separate corner runs total (mm)
4800
Slips per course
16
Courses
33
Face slips including cut positions
528
Corner slip units
64
Final face slip cut width (mm)
125

Try another scenario

Surface width (mm)
3700
Surface height (mm)
2400
Slip width (mm)
215
Slip height (mm)
65
Specified vertical/horizontal joint (mm)
10
Separate corner runs total (mm)
4800
Slips per course
17
Courses
33
Face slips including cut positions
561
Corner slip units
64
Final face slip cut width (mm)
100
Calculation method

Calculation method

Slips per course

ceil((a+e)/(c+e))

Courses

ceil((b+e)/(d+e))

Face slips including cut positions

ceil((a+e)/(c+e))*ceil((b+e)/(d+e))

Corner slip units

ceil(f/(d+e))

Final face slip cut width (mm)

a-(ceil((a+e)/(c+e))-1)*(c+e)

Symbols and units
a
Surface width (mm)
b
Surface height (mm)
c
Slip width (mm)
d
Slip height (mm)
e
Specified vertical/horizontal joint (mm)
f
Separate corner runs total (mm)

Use the units shown. A list keeps the order in which you enter its values. The symbol ^ means “raised to the power of”.

Assumptions & limits

Assumptions & limits

  • Rectangular straight-bond face with positive last cut width; corners entered as separate runs and not double-counted in face width. No adhesive, support or bond design. Supported limits: All numeric inputs must be finite. Only the explicitly described mathematical scenario is supported.
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