Does anyone now the section properties for a 8B10? I am trying to verify an existing structure for new loading conditions. The design drawings show members 8B10. I was told this could be a previous label for W8x10. Is this true? I have also looked at AISC's Shapes database. I found several...
I am designing a steel plate "flag pole" structure. The plate is 2.5"x14" fixed at the base and is 16' tall. The plate will be twisted along its length to create a cork screw shape. The twisting of this plate will induce residual stresses into the plate. Should I consider these residual...
