Good Morning,
I just want to double check if the shoring layout attached is adequate.
The existing masonry wall is to be removed and supported by the shoring until a steel beam and posts are put into its place.
The dead weight of the wall above is 1.5k/lf, there is no live or roof load.
The...
I am trying to figure out if the 3/8" plate can handle the moment and deflection from the weight of the brick on the angle that is welded to the plate. I do not know how to approach this.
The plate and bolts are spaced at 16", I already have factored the spacing into the loading from the...
Hello, I am looking into checking to see if what is shown in the section is sufficient for the reliving angle for the rick. The 3/4" anchor bolts are a single bolt spaced at 16" O/C. The brick span/relieving angle span is about 13'-9" and the height of the brick is 15'-0". I believe that I would...