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  • Users: johannes17
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  1. johannes17

    Portal frame rafter LTB

    Hi all This question is similar to a previous one of mine, but with some difference. I am designing a standard steel portal frame (elastic analysis) with the following details: 1. Total clear span = 12m (duo pitch portal with 15 degree roof slope) 2. Haunches at the eaves and apex (ex IPE 180...
  2. johannes17

    Portal rafter effective lengths

    Hi everyone I am doing a design check on a steel portal frame using the Combined Stresses module from Prokon's Frame Analysis. I have tried to replicate an old portal design from a textbook to check if my understanding of the theory is correct, but I have come across some differences when...

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