The presentation by socrates ioannides is available here as e19 rules of thumb for steel design as a sound file with accompanying slides. Those socrates rules of thumb are intended for building design. Is 718 susceptible to galling?
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When you have a framed beam connection, there is a length of return (example: I have a gusset plate connection. Hello folks, is there anybody with experience using this software?
Or stick to traditional way of selecting material to fit for.
For discussion purposes, lets say the gusset is 12. 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? 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.
I've been shown these before by a repair shop,. Well worth listening to for anyone interested. If it is will copper plating the nut threads help or will this cause. Socrates ioannides and john ruddy have compiled a fairly comprehensive list of steel design rules of thumb and presented the topic at several conferences.
I want to use inconel 718 for a valve stem and gate nut but need to know a few things first.
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?
