Estimate preliminary FLW
This is a plain estimator for understanding FLW. Complex layouts, cantilevers, point loads, stairs, roof loads and concentrated loads need separate review.

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A simple FLW calculator and guide for estimating the loaded deck width carried by a bearer before checking bearer span tables.
This is a plain estimator for understanding FLW. Complex layouts, cantilevers, point loads, stairs, roof 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.
Use this to understand the term only. Always check the original bearer span table and project-specific requirements.
Floor load width is the width of deck or floor area that contributes load to a bearer or beam.
Not always. For a simple internal bearer carrying joists from both sides, FLW may relate to half the joist span on each side. For an edge bearer it may relate to one side only.
For preliminary estimating, add the tributary joist length feeding into each side of the bearer. Edge bearers usually carry one side. Internal bearers may carry load from both sides.
A larger floor load width means the bearer carries load from a wider strip of deck, so the allowable span generally reduces.
For preliminary comparisons, rounding up to the next available published FLW column can be conservative, but final design must follow the source table rules.