Masonry coping joint layout calculator

Calculate coping unit count and equal unit cut length with your own figures.

Your numbers

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

Use coping unit count and equal unit cut length to compare changes to your inputs. The method and limits below explain the scope.

Examples

Examples

Try the starting example

Coping run length (mm)
10000
Maximum unit length (mm)
600
Supplied joint width (mm)
10
Coping unit count
17
Equal unit cut length (mm)
578.823529
Joint start positions (mm)
[578.823529412,1167.64705882,1756.47058824,2345.29411765,2934.11764706,3522.94117647,4111.76470588,4700.58823529,5289.41176471,5878.23529412,6467.05882353,7055.88235294,7644.70588235,8233.52941176,8822.35294118,9411.17647059]

Try another scenario

Coping run length (mm)
10500
Maximum unit length (mm)
600
Supplied joint width (mm)
10
Coping unit count
18
Equal unit cut length (mm)
573.888889
Joint start positions (mm)
[573.888888889,1157.77777778,1741.66666667,2325.55555556,2909.44444444,3493.33333333,4077.22222222,4661.11111111,5245,5828.88888889,6412.77777778,6996.66666667,7580.55555556,8164.44444444,8748.33333333,9332.22222222,9916.11111111]
Calculation method

Calculation method

Coping unit count

ceil((a+c)/(b+c))

Equal unit cut length (mm)

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

Joint start positions (mm)

J([(i+1)*((a-(ceil((a+c)/(b+c))-1)*c)/ceil((a+c)/(b+c)))+i*c for i in range(ceil((a+c)/(b+c))-1)])

Symbols and units
a
Coping run length (mm)
b
Maximum unit length (mm)
c
Supplied joint width (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

  • Equalized units cut no longer than maximum; no end joint counted. Positive run/unit and nonnegative joint width; reject impossible negative adjusted unit length. Supported limits: All numeric inputs must be finite. Only the explicitly described mathematical scenario is supported.
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