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Beam Load Support Formulas







            All Beam Load tables are for simple beams supported at the ends. These can be used in the majority of the cases. There are
            times when it is necessary to know what happens with other loading and support conditions. Some common arrangements are   Introduction
            shown below. Simply multiply the values from the Beam Load tables by factors given below.

                                                                                                Load     Deflection
                                         Load and Support Condition
                                                                                               Factor      Factor     Channel
              Simple Beam                                                                       1.00       1.00
              Uniform Load                                                Span
                                                                                                                      Channel Nuts &   Hardware
              Simple Beam
                                                                                                0.50
                                                                                                           0.80
              Concentrated Load at Center
              Simple Beam
              Two Equal Concentrated Loads at 1/4 Points                                        1.00       1.10

              Beam Fixed at Both Ends                                                                                 General   Fittings
              Uniform Load                                                                      1.50       0.30

              Beam Fixed at Both Ends
              Concentrated Load at Center                                                       1.00       0.40       Brackets

              Cantilever Beam                                                                   0.25       2.40
              Uniform Load

              Cantilever Beam
              Concentrated Load at End                                                          0.12       3.20       Beam   Clamps

              Continuous Beam                                                                   1.30       0.92
              Two Equal Spans - Uniform Load on One Span             Span        Span

              Continuous Beam                                                                                         Pipe & Conduit   Supports
              Two Equal Spans - Uniform Load on Both Spans                                      1.00       0.42

              Continuous Beam                                                                   0.62       0.71
              Two Equal Spans - Concentrated Load at Center of One Span

              Continuous Beam                                                                                         Electrical   Fittings
              Two Equal Spans - Concentrated Load at Center of Both Spans                       0.67       0.48

                                                                                                                      Spring   Steel


            EXAMPLE I                                           EXAMPLE II
                                 60"              60"                                               24"
            PROBLEM:                                            PROBLEM:
                                                   5
                                              5
                                                                                                 5
                                                                                                      1
            Calculate the load and deflection of an W200 (1 ⁄8" x 1 ⁄8" 12 gauge)   Determine load and deflection of an W150 (1 ⁄8" x 3 ⁄4" 12 gauge)   Concrete   Inserts
            beam continuous over one support and loaded uniformly on one   cantilever beam with a concentrated load on the end.
            span.                                               SOLUTION:
            SOLUTION:                                           A. From load table for W150 the load for a 24" span is
            A. From load table for W200 the load for a 60" span is 700 lbs.    5,360 lbs. and deflection is 0.09".    Rooftop   Supports
            and deflection is 0.35".                            B. Multiply by factors from Table above.
            B. Multiply by factors from Table above             Load = 5,360 lbs. x 0.12 = 643.2 lbs.
            Load = 700 lb. x 1.30 = 910 lbs.                    Deflection - 0.09" x 3.20 = 0.288"
            Deflection = 0.35" x 0.92 = 0.322"                                                                        Technical   Data

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