rb1957's latest activity

that I think was the same opinion of Duncan Sandy's (in 1957) ...

software developers deserve their own ring of hell

I can see some "hand wringing" over the single repair patch creating a different loadpath over the skin splice, and how some may want to...

Opinions are like ... If I had a to patch over a splice strap, I would probably (depending on specifics blah, blah, blah ...) combine...

your problem is that the nodes are co-planar ... so move one node slightly off the plane defined by he other three.

I do hope you get an LPS for dredging up the exactly correct answer ...

sorry, no ... as I don't know anything about what you are doing. Is "eclipse 100" a language, like Python ? You "wrote the code" ...

"Mrs. KootK, who is also a structural engineer, ..." damn ! I can just imagine the dinner table discussions ! (c'mon, smile)

I assume you don't have a user manual, nor anyone who has used this s/ware ? have you run a tutorial problem ? It is obvious that you...

verifying to what sort of level ? Just running s/ware isn't enough unless it's something like NASTRAN where there is a lot of knowledge...

Whilst I understand the value of load testing, I agree with Flotsam. Setting up a test would be hard enough, and then what happens if...

i was referring to this pic (from reply 19) ... ... which I read as 6.8 kN axial load in one member and 3.2kN shear in the other, so...

AME ... "This is not a degree, but a licensed course focused on certifying aircraft for flight." not as I understand it ... an AME...

you want the op2 or f04 files. but why are you extracting results from the output, rather than using a post-processor (like FeMap or...

BTW, plates are lousy in bending ... add stiffeners, or sandwich panels.