Kris,
I am repeating my question if you hasn’t seen it:
Shouldn’t Eq. H3-6 be 0.959+(0.048+0.288)^2=1.072 (combined flexure, shear and torsion)?
↧
Channel:
RAM | STAAD Forum - Recent Threads
X
Are you the publisher?
Claim or
contact us
about this channel.
X
0
Channel Details:
- Title: RAM | STAAD Forum - Recent Threads
- Channel Number: 12076569
- Language: English
- Registered On: April 18, 2013, 4:37 am
- Number of Articles: 22496
- Latest Snapshot: April 26, 2024, 11:56 am
- RSS URL: http://communities.bentley.com/products/structural/structural_analysis___design/f/5932/rss.aspx?threadless=1
- Publisher: https://communities.bentley.com/products/ram-staad/f/ram-staad-forum
- Description: For questions and discussions about using RAM, STAAD or Microstran products or interoperability...
- Catalog: //structural193.rssing.com/catalog.php?indx=12076569
© 2025 //www.rssing.com