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The 3"-4.1 channel would be used as intermediate supports for the floor of the trailer, spanning the 78" dimension on 18" centers. The ends of the 3" channel would be welded to the flat 5" face of the 5" channel. The actual floor surface would be 12ga or 14ga steel, welded to the frame.
Draw outside face of flange (hor line) 3. Offset flange face by distance k = 1.125" (this gives hor centerline of fillet.) 4. offset back of web by 0.282" (this give inside face of web.) 5. offset that by R = 0.50". (this gives vert centerline of fillet.) 6. draw line through intersection of both cl's at slope of 1:6.
L-3 Communications. CheckerRon (Mechanical) 30 Aug 06 15:02. The Bible for structural steel is the AISC (American Institute of Steel Constuction) Handbook. It defines exactly how to specify various steel shapes, Wide flange, light, and I- Beams, Channels, Angles, Tees. Beams and channels are normally specified by depth and weight (per foot) e.g ...
This channel is used to carry the CO2 gas cylinders weight only. In order to make it easier to understand, I have summarized the distribution load to 600N/m. Please find the attached for your reference. I was wondering configuration A or Configuration B would be better in terms of design wise. In my point of view, the bending stress is only ...
In there you will find "k" for a particular channel size. "k" is the distance from outer face if flange to web toe of fillet of rolled shape. For a C10x25, k = 1". The "T" dimension specified by COEngineeer is the difference between the depth (d) of the channel and 2 times "k" (i.e. for C10x25, 10"-2 (1")=8" ) Thanks to all of you for the help.
From time to time we use a 3/4" wide channel iron with 1/2" square holes punched thru the top of it every 4". I need to model this but with a 17 degree bend that is 6" from the end. Can I use the sheet metal bends command for this? Thanks, mncad
Looks fine to me. There's always room for some creative deviation so long as it doesn't create confusion. Conventions probably differ from region to re
Is it allowed to bolt to channel flanges (tapered), are shims required to level the taper? Reviewing some shop drawings for a very lightly loaded channel runnin Bolting to Channel Flange - Structural engineering general discussion - Eng-Tips
I think what you need is called "mast rail channel" and, like you said, it is made for forklift mast rails. Most mast mfgs seem to have their own captive tooling and aren't in the business of selling channel. We finally found a steel mill that was tooled up for it, stocked it, and was reasonably priced: STEEL OF WEST VIRGINIA, INC.
DHKpeWI (Structural) (OP) 28 Jul 10 11:17. I am designing a bent C channel spanning 14'-0". The channel is loaded by hat channels on the bottom flange. See attached drawing. Since I am not loading the C channel through the shear center the loading will create torsion in the C. I think I can resist the torsion by welding the hat channel to the C.