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  1. W flange beams and allowable uniform load. Note that these calculations are rather conservative - based on steel with yield strength 36 ksi and the ASD - Allowable Stress Design - method. It is also common to use steel with yield strength 50 ksi and also the LRFD - Load and Resistance Factor Design - method.

  2. - Dead Load includes system self weight (slab + steel) - Superimposed dead load = 20 psf (roofing systems + MEP) - Loads are uniformly distributed over bay area

  3. Tables are arranged with LRFD and ASD designs presented side-by-side, for consistency with the AISC Manual. Design with ASD and LRFD are based on the same nominal strength for each element so that the only differences between the approaches are the set of load combinations from ASCE/SEI 7-16 used for design, and whether the

  4. W-beams - wide flange beams - are stout, sturdy beams with wide flanges positioned perpendicularly to the web of the material giving them their characteristic shape and distinguishing them from I-beams. Properties in imperial units of American Wide Flange Beams according ASTM A6 are indicated below.

  5. www.steelconstruction.info › images › 6Steel Construction

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  6. The following girder and floor beam sizing tables are based on the following parameters: • Load and Resistance Factor Design Specification, American Institute of Steel Construction, 2017 • Live and dead loads are uniformly distributed over the entire bay area

  7. Select a Metwood beam to carry 400 PLF live load + 400 PLF dead load floor loading, spanning 20’, with a Live Load Deflection of L/360. Adding 400 PLF Live Load and 400 PLF Dead Load gives a total load of 800 PLF. Determine if width or depth is a factor.

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