Hi Dik,
Yes, I have a minimal axial load of (650 lbs) and a moment of (9,264 in-lb). I'm wondering if that free corner below the column is going to be an issue when that moment is applied.
Hi All,
I am being asked to design an interesting base plate for a column that is located in one corner of the plate. The column is apart of a roof top pergola that needs to be located within the corner of the building parapet. The loads are pretty minor but I'm having some trouble proving that...
Hi All,
I'm new to the forum and was hoping someone could help me out with the following problem. I have an existing WF garage header that has significant section loss on the top and bottom flanges. We have come up with the following repair (see attached sketch). We plan on attaching a new...
