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Found 3 results

  1. AsSalaam alaikum, In designing a steel gable frame structure to carry crane and loads, having frame to frame distance 6.5 mitre, and distance betn the two columns of a frame is 13 m. Everything was ok before applying wind load. I applied wind loads as exposure from shell objects as there are n...
  2. Hello Everyone, I have a Steel Hangar Structure to design at my office and I've been trying to do that using ETABS. The dimensions of the structure are 130'x95' and maximum bay spacing is 24'-5". Clear Height is 33' from NSL and thee apex is at 38' from NSL. Seismic zone is 2B and Wind Category is C...
  3. Assalam o alaikum seniors.... I am to design a steel shed where i can not provide diagonal bracing in side walls because of space restrictions. I am to provide a Portal frame bracing as shown in figure. Can any one provide me with some study material on how to design this portal frame bracing? Jazak...
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