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    Blodgett Welding Design

    The E-mail Address es you entered is are not in a valid format. Please re-enter recipient e-mail address es. Choosing the structural members 7m 13s. Patterning and mirroring structural members 5m 4s. Frame Layout. Creating the roof frame 6m 30s. Adjusting the corners 1m 17s. Adding in holes 4m 6s. Adding in gussets 1m 55s. Welding the structure 1m 39s. Weldment Assembly. Assembling the roof 4m 3s.

    Creating a custom weldment profile 3m 40s. Mirroring and patterning assemblies 2m 11s. Frame Drawings. Assembly drawing 2m 58s.

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    Part detail drawing 4m. Next steps 49s. Mark as unwatched Mark all as unwatched Are you sure you want to mark all the videos in this course as unwatched? Mark all as unwatched Cancel. Take notes with your new membership! Continue Assessment You started this assessment previously and didn't complete it.

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    Share this video. This movie is locked and only viewable to logged-in members. F ,2. Moment r diatanca l:ltwn nautrel d end appUcat1an of laad -''II. VII pnutc. The tallawlno la.. D ""' lowu' f1U19e Beoauoe flange 1e ouzved ltlle - -ioo 1e cuzved , tbio U.. He figareo and IJ. U to defleol: deOIDwud lndiaUy l. D-l ao a be J to tile deflectloo """"".

    Dwudl will IU radial oual. D will be E ;r-. IU oual. D ill the auaa. J tbla valu by tile D fleDge tblo h! Ae a renlt of thia auip of fleoge beadiDg ae a beea, then will be a uaa-ae ouaao ! It 1o tblo J:OUU nleb - u - tile wold. Opsi t'tJmP. IJS,;,n ol.. F, ,3'1. Yli' 1 web I " """' a ;:a po. II" N TT I1S" ,. I "' "t- '. IZ 17! R A ena enclosed. J a "o"-.

    Blodgett's Welding Design Seminars

    IIlbcr ltnq,h:dialll a ttant.. Qnlonal nelatllf'ce ar aide and end Ulllbar 1. Aa the terial is dumpeo into the tall and or the truCk, this oate ls pulled forward by No hydraulic cyUndan and forc:n the material into the truck under pre a Sure. Dving further while the other end conUntJas ta be pulled forward.

    6 editions of this work

    This subjects the frame to a twisting action. The rnme la rather fluible ln regard to toraion because of 1t 1 a open J tleam. AMlal fOf'ce 1n end aulbar t. Ita polar moment or lna. L lnif rorce on weld ,! K :""!.. Hence a force rnust transfer out of the end, through the notch or change in section, causing a stress raiser in the eber at this point.