Hello all,
I've been combing these forums and other sources concerning pre-tensioning, the use of lock nuts and vibration in structural applications. The consensus seems to be that if a bolt is properly pretensioned then it should not back off no matter what the vibration is in the system...
I'm into territory that I've not been in before. Titanium Alloys. I have this spreader bar (basic simply supported beam) that is to be made of Cp Ti Gr2 (ASTM B348 Gr2). It is in the shape of a milled dumbbell with the thinner diameter of 1.875" @ 69.5” long and the end diameters of 2.5" @...
I have a situation where I need to design sloping moment connections at the roof in rigid frames for a 4 story medical facility. I cannot seem to find much information on sloping moment connections. So I have a few questions.
1) is there any good resource where I can find information about...
I have a situation where the client wants the design of a HSS end plate moment connection designed in ASD. It's been difficult to find information on the design of HSS moment connections let alone in ASD. Is there any design supplement that offers this? Where can I find information on...
