Jul 7, 2003 · Does anyone know where I find section properties for W6 X 15.5. ... Several 6" by 15.5 are listed in the ...

Aug 8, 2003 · Here how I do it with a pull down menu these line have been added to my acad menu. Inserts blocks dwg. files of steel shapes

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Nov 2, 2009 · I have a 6 ft wide trough that is 100 ft long and has to support a 13000 lb loaded fork truck. I have choosen to use 1/2" steel floor plate with W6 x 16 beams welded to the plate …

Jul 7, 2021 · I am unable to locate any W6x shape in Table 3-2 of the AISC 15 ed. While the section properties are listed in Table 1-1 but not in Section 3. I am trying to get the Lp and Lr …

Oct 9, 2023 · I don't see W6's used for any substantial structure. Not even for stairs. Maybe minor equipment support frames. You know the type where you've got a piece of equipment that …

Jun 2, 2003 · The allowable load is 67 kips but the ultimate load (at yield, without buckling) should be about 159 kips (4.43 sq. in. cross-section x 36 KSI). I did neglect to say that we do no know …

Apr 28, 2001 · static pressure + 1/2 x density x velocity2 = total pressure = constant General Concept: The Bernoulli effect is simply a result of the conservation of energy. The work done …

Jan 17, 2023 · I am unable to locate any W6x shape in Table 3-2 of the AISC 15 ed. While the section properties are listed in Table 1-1 but not in Section 3. I am trying to get the Lp and Lr …

Dec 3, 2010 · I've got a 7.25" deep floor box into which I must shoehorn a steel beam. A W6x25 deflects too much on it's own, so I intend to build up the section with .25" x 4" plates welded to …