Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations KootK on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  1. ndrstruct

    Unbraced length for LTB - beam design

    In hanger selector, please go to flush bottom option. There you will see a option to turn on ANSI/TPI Evaluation which is technically used for the calculation of tension perpendicular to grain.
  2. ndrstruct

    Unbraced length for LTB - beam design

    I don't either think it always goes in for compression and toe nailing has some withdrawal capacity. And yes the min. CL, Cv applies and is considered for design. Yes, It has an option to check for loading perpendicular to grain and below neutral axis, since the members are week for tension...
  3. ndrstruct

    Unbraced length for LTB - beam design

    Hi, I have checked the hanger for loading below the neutral axis and is fine by simpson hanger selector
  4. ndrstruct

    Unbraced length for LTB - beam design

    Any comments on this detail? blocking to be toe nailed to beam and face nailed to truss (top chord)
  5. 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...
  6. ndrstruct

    Wind loads - servicaebility and ultimate

    Hi guys, I appreciate all responses and your valuable time. I was practicing with US standards (ASCE) and in there we have a wind speed (No separate category for ultimate and service) and an appropriate load factor for strength design. When I started working with Australian standards I have...
  7. 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

Part and Inventory Search