I essentially have this situation, but the the load is longitudinally along the tip of the plate: http://www.gowelding.com/calcs/ (You have to go to the one labeled "cantilever"). For some reason I can't provide a DIRECT link to it.
I am trying to search for my situation in a simplistic example...
I've been trying to document the structurally relevant standards that are referenced in historical building codes. I have had no problem with IBC 2000 through current as those codes have a "Chapter 35: Referenced Standards". Prior to IBC 2000, I've run into problems trying to identify which...
I have searched around Eng-Tips and found no real conclusions on how to assess a point load on plywood. I have a client who wants to use a pallet jack across a wood floor. They don't want to be limited on where they can use it on the floor.
I have seen threads with this question on them but...
Please refer to the image. This monorail has a cable running across the top with pulleys. So, essentially a point load at the right of the image and at the end of the left side cantilever.
I am trying to decide what the unbraced length is of the cantilever at the left side. I am finding many...
Does anyone know of a resource that has Shears, Moment, and defelections for the situation in the subject line. These are not in Table 3 of AISC 360
1. Propped Cantilever w/ Load increasing Uniformly to Fixed End
2. Propped Cantilever w/ Load increasing Uniformly to Pinned End
