Critical Section for Shear in RCC Cantilever Beam
Critical Section for Shear in RCC Cantilever Beam
(OP)
Hello,
I am working on designing a RCC cantilever beam and this is probably a very beginner's question but I am trying to understand where the critical section is for a RCC cantilever beam. Would it be at the face of the support because there is no compressive force from the support? I have seen some examples online that use the max shear value at a distance d from the support but this doesn't seem right. Any thoughts?
Thank you
I am working on designing a RCC cantilever beam and this is probably a very beginner's question but I am trying to understand where the critical section is for a RCC cantilever beam. Would it be at the face of the support because there is no compressive force from the support? I have seen some examples online that use the max shear value at a distance d from the support but this doesn't seem right. Any thoughts?
Thank you
RE: Critical Section for Shear in RCC Cantilever Beam
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Why yes, I do in fact have no idea what I'm talking about
RE: Critical Section for Shear in RCC Cantilever Beam
RE: Critical Section for Shear in RCC Cantilever Beam
Thinking about it in very abstract terms, the slab isn't going to fall through the column, and the column is going to be able to take the vertical load by design.
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Why yes, I do in fact have no idea what I'm talking about