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Found 2 results

  1. Hello all, I am designing a Billboard Structure in StaadPro the details are 12 meter High, 5 meter wide and it is in "V" shape, I need to now the number of directions I need to apply the wind loads. The claculated wind load as per ASCE is 1.3 kN/m on each column as columns are spaced at 1.25 meter Spacing along its width as shown with cross marks in pic below. Can anyone please elborate on number of load cases I need to consider for the design. A Hand Sketch for the same would be helpful. Thanks !!
  2. I am designing the bill board of the height of 40 m using steel pipe and angle sections .My question is my top deflection under D+wind load is 1.11 m and i want this deflection to be under 0.7 m .What are the parameters that i should use to control it . following are the details pipe 12mmwhich i modelled as shell section because i have to connect angle sections inside the pipe sheet thickness:3mm angle 2l85x85xl, L50x50x4
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