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  • Users: ndrstruct
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  1. ndrstruct

    Unbraced length for LTB - beam design

    Hi, i am currently designing a long lvl beam for one of my client. The beam is 24' long and is supporting roof trusses spaced at 24" o.c The beam is 2-ply 20" deep lvl. The trusses are hanging at the top of beam as shown in the image. 1. I am wondering whether i can make use of the connected...
  2. ndrstruct

    Wind loads - servicaebility and ultimate

    Hi, I am new to this forum and I am new to Australian standards. For wind load calculations, I have seen serviceability and ultimate wind speed. I am wondering why there are two categories for wind. Where to use this serviceability wind loads? Thankyou

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