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Found 3 results

  1. groszni awesome
    Assalamualaikum SE Pakistan, Im designing a steel gable frame with a large span about 28m, and the LTB for beam design govern the design. i have the lb (braced length of flexural member) is the same as actual length (no bracings) so i gotta enlarge the section. 1. how do you properly braced the beam? please include some pictures 2. does adding a web stiffener is the same as adding a bracing? 3. could the purlin acts as the same as the bracing does? best regards
  2. UmarMakhzumi
    More details here: http://www.bbc.com/news/world-asia-india-35933452 Thanks.
  3. WR1
    Do you guys think that the following detail (showing 10mm stiff plate) is adequate to resist LTB for flanges?
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