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Area Moment <br />of Inertia <br />Distance <br />to N.A. <br />from <br />Bottom <br />Section <br />Modulus <br />(Min.) <br />Radius of <br />Gyration <br />w t F F A I y S r <br />Area <br />A S y S y I I I+ I- <br />Gauge Weight Base Metal <br />Thickness <br />Yield <br />Strength <br />Tensile <br />Strength <br />Gross Section Properties <br />I <br />Gauge <br />Effective Section Properties at F Effective Section Properties at Service Load <br />for Bending Strength Load for Deflection <br />Section <br />Modulus <br />(Min.) <br />Distance <br />to N.A. <br />from <br />Bottom <br />Section <br />Modulus <br />(Min.) <br />Distance <br />to N.A. <br />from <br />Bottom <br />Moment <br />of Inertia <br />Moment <br />of Inertia <br />Uniform Load Only <br />LRFD,RASD, R/ <br />Bearing Length of Webs <br />12"4½" <br />4½" <br />36" <br />3" <br />Mechanical Fastener <br />or 3/8" x 1" Weld <br />Mechanical Fastener <br />or 1/2" ø Weld <br />Mechanical Fastener <br />or 3/8" x 1" Weld <br />Page 44 of 68 <br />2331 S Pullman St <br />2/18/2025