Hi,
I am looking for a bolt which is partially threaded but the threaded portion should be near the head of the bolt and the unthreaded portion towards the open end. The bolt size should be 5/16"-18 Grade 8 x 1/2" Long. I tried searching a lot but did not come across such a bolt. Can anyone...
Hi,
I need to make several welding drawings which have a lot of welds in them. The problem is that if I show all the weld annotations, then the sheet looks cramped and difficult to read. Has anyone encountered such a situation? If yes then what did u do?
Thanks,
David Landis
Hello,
I want to convert a load of 2000 N over a time period of 0.064sec to a quasi-static load so that I can apply it to my fea model in ANSYS. Can anyone suggest any methods or references. Any help would be appreciated.
Thanks,
David Landis
Hi,
I want to convert a triangular load with a peak of 2000 N over a time period of 0.064sec to a quasi-static load, so that I can apply it to my fea model in ANSYS. Can anyone suggest any methods or references. Any help would be appreciated.
Thanks,
David Landis