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  • Users: pbw
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  1. pbw

    Short Concrete Cantilever

    Thanks for the responses. I failed to mention that the traffic plate bears on a seat angle; both are cast iron from Neenah Foundry. The seat angle is 3' long and has brackets with a 1/2" hole in the bracket @ 12" o/c. I am putting a #3 thru the holes; perpindicular to that I have...
  2. pbw

    Short Concrete Cantilever

    I've got a short concrete cantilever 3" lg. x 1' deep. The cantilever is from a slab on grade that will extend over a conveyor pit and support a traffic plate. What is the appropriate way to check the cantilever? Should I check shear from a shear friction standpoint (corbel) Vu=Av*Fy*u...
  3. pbw

    Short Concrete Cantilever

    I've got a short concrete cantilever 3" lg. x 1' deep. The cantilever is from a slab on grade that will extend over a conveyor pit and support a traffic plate. What is the appropriate way to check the cantilever? Should I check shear from a shear friction standpoint (corbel) Vu=Av*Fy*u...
  4. pbw

    Crippled Stair Stringer Design

    What is the correct way to design a crippled stair stringer? Is it correct to use the "plan" dimension or should I use the actual channel length as the beam length? Any thoughts on stair design are greatly appreciated.
  5. pbw

    Press Pit Design

    I have designed a pit (size 19’x10’x9.5’ deep) that will be located in an existing warehouse. Excavation will be down to 11’ below finish floor. A contractor has proposed drilling in concrete piers 18” dia. practically side by side as shoring. Then installing the 15” retaining wall. This...
  6. pbw

    Press Pit Design

    I have designed a pit (size 19’x10’x9.5’ deep) that will be located in an existing warehouse. Excavation will be down to 11’ below finish floor. A contractor has proposed drilling in concrete piers 18” dia. practically side by side as shoring. Then installing the 15” retaining wall. This...
  7. pbw

    STAAD Questions

    Thanks for all the replies....I think we'll stick with the version we have!!!!
  8. pbw

    STAAD Questions

    We are a small C/S engineering firm. Currently we are using STAADIII. We had many problems running it when it first came out (program bugs)but finally feel like we have it under control. <br> <br> We are considering upgrading our analysis software and I would like an evaluation of the...

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