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Beam moment capacity MR = 10.8 kip-ft >= 3.17 kip-ft, therefore OK
The top flange of the beam is to be laterally braced along its full length. To ensure adequate lateral bracing,
bracing members should be attached with fasteners that provide a positive connection. Lateral bracing members should
generally be regularly spaced at least every 2 feet.
Shear capacity Vc = 16.8 kip >= 5.37 kip, therefore OK
Allowable shear = 0.4 × minimum yield stress × d × tw
Live load deflection = 0.01 in <= 0.1 in, therefore OK
Total load deflection = 0.02 in <= 0.15 in, therefore OK
These calculations are based on the Manual of Steel Construction, Allowable Stress Design, Ninth Edition by the American Institute of Steel Construction.
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