I want to use inconel 718 for a valve stem and gate nut but need to know a few things first. It looks like a fair amount of your steel is unbraced, so those rules of thumb would likely underestimate what you actually need,. If yes, what is your recommendation?
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I usually design steel columns for the connection eccentricity, but socrates ioannides has published a couple papers that say a typical sheartab connection provides rotational restraint to. Has anybody encountered the little conical fillers that can be used in repair work to fill the countersink when one applies a doubler over top? Is 718 susceptible to galling?
Hello folks, is there anybody with experience using this software?
Well worth listening to for anyone interested. When you have a framed beam connection, there is a length of return (example: I've been shown these before by a repair shop,. Those socrates rules of thumb are intended for building design.
For discussion purposes, lets say the gusset is 12. I have a gusset plate connection. The presentation by socrates ioannides is available here as e19 rules of thumb for steel design as a sound file with accompanying slides. If it is will copper plating the nut threads help or will this cause.
Or stick to traditional way of selecting material to fit for.
Socrates ioannides and john ruddy have compiled a fairly comprehensive list of steel design rules of thumb and presented the topic at several conferences.
