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  • Users: Fbnlvrs
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  1. Fbnlvrs

    flexural design - sap2000 question

    Hi, I've got a question of an academic exercise. I'm analysing a beam of a 2d Frame. The beam length is 6 meters (600 cm). The section of the beam is a W16x57. Lb=600 cm. According to my calculations. Lb>LP (464 cm) And Lb > Lr (557 cm) So for Flexural Design I should Use (F2-3). The...
  2. Fbnlvrs

    Cold formed steel roof (non truss)

    Hey everyone, I'm Looking for some examples desings (plans, codes, etc) for a House roof with Cold Formed Steel made by simple or composite beams, due to Arquitectural reasons I can't use Beam Trusses. I'll appreciate your help.

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