Moment of inertia for a W8x17 - Structural engineering general ...
WEBOct 11, 2007 · I evaluating a couple existing beams (late 70's building) and don't have the moment of inertia for a W8x17. Does someone have
Structural engineering general discussion - Eng-Tips
WEBDec 7, 2016 · Us young'uns gotcha covered hokie; 8WF17 is pretty much a W8x18, 10WF21 is a good one (saw a lot of these in mills) but the W10x22 has notably better flexural properties for the low, low cost of 1 plf, and the W12x26 is almost the same flexural properties as 12WF27 but 1 pound lighter. Professional Engineer (ME, NH, MA) …
W10x25, W8x17-1970s - Structural engineering general discussion …
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Structural engineering general discussion Forum - Eng-Tips
WEBStructural engineering general discussion. (84407 members) forum507 - Professional forum and technical support for engineers for Structural engineering general discussion. Includes problem solving collaboration tools.
AISC Steel Database Help! - PTC: Mathcad - Eng-Tips
WEBMay 19, 2008 · Mathcad has a vlookup function that works similar to the one in spreadsheets. You can import the table from the aisc database spreadsheet using the Import Data Table. Then, go into the spreadsheet, highlight the entire spreadsheet, copy to clip board. Then, go back to the table in the mathcad sheet, select the top left cell, and …
Need A Simple Beam Selection Program?? - Eng-Tips
WEBApr 9, 2007 · MiketheEngineer (Structural) 9 Apr 07 14:52. I agree with the above posts that steel beam design is not a quickly learned thing. Basically that and column design took most of a college semester. That said - Archoneng.com has a very good steel beam design program for about $40 or $50.
Structural engineering general discussion - Eng-Tips
WEBMay 29, 2013 · The bottom level beam sits on top of the columns. The next level column sits on the beam. The beam-on-column, column-on-beam repeats for three levels. I have attached a picture for reference. At the fourth and top level, the beam finally frames into the side of the column. The beams are either W6x15.5 or W8x17, and the columns are …
Dynamic load of a free fall - Eng-Tips
WEBDec 11, 2015 · The W8x17 will easily support the 4800 lb. static load - time to move on the a more detailed analysis of the type discussed by our colleagues. However, I would not assume an elastic collision. Suggest taking the F=MA approach mentioned by jrisebo. One way is to assume a deflection under the impact location (for discussion say 3").
AISC Historical Shapes - Structural engineering general ... - Eng-Tips
WEBNov 30, 2018 · Minimum yield point 50% of tensile but in no case less than 33,000. EDub24 (Structural) 2 Dec 18 01:34. I believe AISC has historical standards for free on their website for members. robyengIT (Mechanical) 2 Dec 18 07:00. (I got as a free download) bridgebuster (Civil) 2 Dec 18 12:07. For that era, AASHTO would use 33 ksi yield & 66 …
Can support be moved or removed - Eng-Tips
WEBJan 11, 2004 · The support placement at present is at 0, 11, 22 & 33ft along the beam. Removing one column would make the supports 0, 22 & 33ft. Moving one column would make the supports 0, 15, 22 & 33ft. I realise now that the columns are structural in nature, but am still interested if one can be moved or removed. KarlT (Structural) 13 Jan 04 12:12.