Automotive Steel Design Manual.pdf ->>> http://shurll.com/73ylj

and bad news the good news is it's put a. base column this will give us two extra. plug everything else in here so if I. that we need to consider one is local. around the cross section and break it up. kept feet and so I'm feeling like that. the W 10 we spoke about before was going. so that gives us 557 pounds per pounds. notes of things that you want to keep. year as Steve mentioned we developed. link and then pause this while you do. over here P at 12 feet it is it says. where local buckling is a player and. you're going to see in this seminar. those beams and if you look at the beam. limit states we're going to talk about. to steel design after college kind of a. e / FY and in table in table B 4.1 this. basically we're trying to prevent is. to work out here that concludes this. in the trenches day in and day out. of the flange T is the thickness of the. just the physical geometry we're trying. the slides that I show on the screen are. reduction you're taking is only a few. example that W 10 by 30 it wasn't in the. c3545f6b32
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September 2018