Estimate preliminary floor load width
Use this as a starting point for understanding load width. Complex layouts, cantilevers, stairs, roof loads, point loads and concentrated loads need separate review.
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Estimate a preliminary floor load width for deck bearer checks, then use the guide below to understand how FLW is used in bearer span tables.
Use this as a starting point for understanding load width. Complex layouts, cantilevers, stairs, roof loads, point loads and concentrated loads need separate review.
Estimated floor load width
For an edge bearer, preliminary FLW is half the joist span loading from one side.
Floor load width, usually shortened to FLW, is the tributary width of deck or floor area that is assumed to load a bearer or beam. It helps turn a floor area into a line load for span-table checks, so it is not simply the full deck width.
An edge bearer usually receives joist load from one side only. As a simple starting point, the FLW is commonly related to half of the joist span feeding into that bearer.
An internal bearer may receive joist load from both sides. For preliminary estimating, add the tributary width from each side before checking the bearer span table.
Use the calculator above for a quick estimate, then check the matching FLW column in the relevant bearer span table.
Plain-English answers for reading FLW columns in deck bearer span tables and using the calculator as a preliminary guide.
FLW means floor load width. It is the tributary width of deck or floor area assumed to load a bearer or beam when using a span table.
For a simple edge bearer carrying joists from one side, a common preliminary starting point is half of the joist span feeding into that bearer. Always check the source span table rules before using the result for design.
For a simple internal bearer, add the tributary width from each side. This is often half the joist span from one side plus half the joist span from the other side.
No. Floor load width is the tributary width carried by the bearer or beam. It can be different from the full deck width and different from the full joist span, depending on the support layout.
A larger FLW means the bearer is carrying load from a wider strip of deck or floor area. With more load on the bearer, the allowable span in a bearer span table will generally reduce.
For preliminary comparisons, using the next higher published FLW column is usually the conservative approach, unless the manufacturer span table gives different instructions.
No. This calculator is a preliminary estimating guide only. Final selection should be checked against the original manufacturer span tables, project conditions, NCC requirements and engineering advice where required.
SpanFinder toolkit
Move between the live finder, load-width calculators and plain-English guide pages without losing the flow of the job.
Calculation pathway
Decide whether you are checking a joist, bearer, beam or related support member.
Use FLW or spacing inputs to describe how much deck or floor area the member is carrying.
Use the calculator and guide pages to compare preliminary member options.
Confirm the original product data, site conditions, NCC requirements and engineering advice where required.