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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.

The steel beam dimensions for the W8x40 section can be seen in the table. The depth of the section is 8.25 in. The width of the section is 8.07 in. The W8x40 section has an area of 11.7in 2. The below table outlines the W8x40 section properties including the torsion constant as well as moment of inertia and plastic modulus properties.

The steel beam dimensions for the W8x13 section can be seen in the table. The depth of the section is 7.99 in. The width of the section is 4 in.

2013年5月21日 · I'm working on a project in a building constructed in the late 1950's. Three beam sections are no long standard sizes. Specifically the following: 8WF17 10WF21 12WF27. Does anyone have access to the depth, flange width, web thickness, and flange thickness for these sections? Thanks in advance.

Here you'll find all American Wide Flange Beam shapes described by the AISC Steel shapes database (V14.1). Sort the table below according to any property and select a CAD file to download using the reference links in the left-most column.

other high-powered beam lights directly at the fixture. Do not focus a light beam from one lighting fixture directly towards another. For outdoor applications during daylight, make sure that the front face of any fixture is shielded

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The steel beam dimensions for the W8x18 section can be seen in the table. The depth of the section is 8.14 in. The width of the section is 5.25 in. The W8x18 section has an area of 5.26in 2. The below table outlines the W8x18 section properties including the torsion constant as well as moment of inertia and plastic modulus properties.

BEAM Shear Moment BEAM Shear Moment FIXED AT ONE END, SUPPORTED AT OTHER— CONCENTRATED LOAD AT CENTER Total Equiv. Uniform Load — max. 15. M max. 16. M max. 17. BEAM Shear 21131 FIXED AT BOTH ENDS—UNIFORMLY LOADS Total Equiv. Uniform Load DISTRIBUTED 2wz w 12 12 24 — (61x — 12 384El wx2 24El 3P1 5P1 32 5Px 16 lixN M max. at ends at center