Looking for advice on the design of the attached connection. Steel haunch bolted to column, supporting crane rail beam. See pic. I can't find a design example anywhere in AISC specific to this configuration. It's basically an end-plate bolted moment connection, but I need to design all...
Let's say you have a small continuous strip footing (wall footing), with a very nominal (small) load. Something like 16" wide x 12" deep with an 8" CMU wall bearing upon the footing.
Granted you'll have at least 2 continuous #4 bars longitudinally, but is it really necessary to have transverse...
I'm trying to find an old book or publication that would have old steel channel properties. I have found a few books/publications that have old steel shape properties, but they typically only have wide flange shapes.
The particular section I'm trying to find is a C8x4.7. This shape is...
I'm trying to find an old book or publication that would have old steel channel properties. I have found a few books/publications that have old steel shape properties, but they typically only have wide flange shapes.
The particular section I'm trying to find is a C8x4.7. This shape is...
