Hi Richard, why not perform the Flange Local Bending check when performing the checks for concentrated loads per AISC section J10? Is it simply because the note " if the length of loading across the member flange is less than 0.15bf, then FLB is not checked, or is it for some other reason regarding bearing design and stiffeners? Thanks!
How do we treat a crawl beam where N cannot be determined and the load is applied on the tension flange in a continuous beam with cantilevers on both ends
thank you, this is helpful and well-explained!
You're the best my good sir
Hi Richard, why not perform the Flange Local Bending check when performing the checks for concentrated loads per AISC section J10? Is it simply because the note " if the length of loading across the member flange is less than 0.15bf, then FLB is not checked, or is it for some other reason regarding bearing design and stiffeners? Thanks!
@@Davehuv we have slightly different checks in our code which is based on the old Canadian code version.
excellent
How do we treat a crawl beam where N cannot be determined and the load is applied on the tension flange in a continuous beam with cantilevers on both ends
👍
May i know the book reference?
foundation design such as pilers
Is SANS similar to eurocode or BS
It is based on the Canadian code CSA S16. However, it has some similarities to the old BS code.
@@richard_walls Alright, thanks