Large Moment Base Plate Connection to Beam
Large Moment Base Plate Connection to Beam
(OP)
I am currently working on the design of a small crane which will be sitting on top of a W16x40. The column is a 3" pipe and the reactions at the base are Pu=1.023 k and Mu=1.681 k-ft. I tried following AISC Design Guide 1 for large moment base plates but I feel it is too much geared toward base plates on concrete and my e=19.7 in which seems quite large.
Does anybody have any examples or guides that might help me?
Thank you
Does anybody have any examples or guides that might help me?
Thank you
RE: Large Moment Base Plate Connection to Beam
RE: Large Moment Base Plate Connection to Beam
RE: Large Moment Base Plate Connection to Beam
RE: Large Moment Base Plate Connection to Beam
RE: Large Moment Base Plate Connection to Beam
RE: Large Moment Base Plate Connection to Beam
RE: Large Moment Base Plate Connection to Beam
1. Separate the 45deg moment into orthogonal components. Do your checks in X. Do your checks in Y. Use some sort of biaxial interaction formula to see where you sit.
2. If #1 works out. Go to #3. If you are tight or overloading, revise the design.
3. Check the non-orthogonal case by determining where the yield line will be in the plate. Maybe corner to corner? Probably a take the perpendicular at the face of the pipe which means you would also rely on one bolt. Yeah. Just design it for one bolt to handle the load.
RE: Large Moment Base Plate Connection to Beam
Open Source Structural Applications: https://github.com/buddyd16/Structural-Engineering