Roof standing-seam panel layout calculator

Calculate panels required and last panel effective width with your own figures.

Your numbers

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

Use panels required and last panel effective width to compare changes to your inputs. The method and limits below explain the scope.

Examples

Examples

Try the starting example

Roof width between edge details (mm)
10300
Panel effective cover width (mm)
500
Supplied left detail allowance (mm)
100
Supplied right detail allowance (mm)
100
Panels required
21
Last panel effective width (mm)
100
Panel seam x positions (mm)
[600,1100,1600,2100,2600,3100,3600,4100,4600,5100,5600,6100,6600,7100,7600,8100,8600,9100,9600,10100]

Try another scenario

Roof width between edge details (mm)
10600
Panel effective cover width (mm)
500
Supplied left detail allowance (mm)
100
Supplied right detail allowance (mm)
100
Panels required
21
Last panel effective width (mm)
400
Panel seam x positions (mm)
[600,1100,1600,2100,2600,3100,3600,4100,4600,5100,5600,6100,6600,7100,7600,8100,8600,9100,9600,10100]
Calculation method

Calculation method

Panels required

ceil((a-c-d)/b)

Last panel effective width (mm)

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

Panel seam x positions (mm)

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

Symbols and units
a
Roof width between edge details (mm)
b
Panel effective cover width (mm)
c
Supplied left detail allowance (mm)
d
Supplied right detail allowance (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

  • One rectangular width, constant manufacturer-supplied cover and edge allowances; usable width must be positive. No wind/fixing design. Supported limits: All numeric inputs must be finite. Only the explicitly described mathematical scenario is supported.
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