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AS134 Beam and Column Loads

First Row for each span length: AS134
Second Row for each span length: AS134-A

*Not recommended - KL/r exceeds 200

** For these loads, the uniform beam capacity is lower than the L/240 or L/360 beam capacity and is therefore the governing constraint.

*** Load limited by spotweld shear

NOTES

  1. The beam capacities shown above include the weight of the strut beam. The beam weight must be subtracted from these capacities to arrive at the net beam capacity.
  2. Allowable beam loads are based on a uniformly loaded, simply supported beam. For capacities of a beam loaded at midspan at a single point, multiply the beam capacity by 50% and deflection by 80%
  3. The above chart shows beam capacities for strut without holes. For strut with holes, multiply by the following: KO by 82%, RS 3/4 by 85%, RS 9/16 by 88%, OS by 88%, OS3 by 90%.