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  • Users: XBLEE
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  1. XBLEE

    Visual Analysis & Lattice Tower

    I'm creating a model in Visual Analysis of a lattice tower, constructed from angle members rivetted to plates at the joints. I'm not sure if I should model the members as having rigid or simple connections. My guess is somewhere in between, which I don't really understand how to do. I'd...
  2. XBLEE

    End Returns & Footing Design

    Are end returns only necessary for Temp/Shrink reinforcement in foundation design? If you have full development length for your flexural steel from the column face, there is no need to hook the bars right? Also, can you use the (As req'd/As provided) reduction factor on the development length...
  3. XBLEE

    End Returns & Footing Reinforcement

    Are end returns only necessary for Temp/Shrink reinforcement in foundation design? If you have full development length for your flexural steel from the column face, there is no need to hook the bars right? Also, can you use the (As req'd/As provided) reduction factor on the development length...

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