CivilEA.com
  • Subscribe !
  • Register
  • Login
  • Home
  • Members
  • Help
  • Search
Civil Engineering Association Software Software Installation Problems & Bugs Archive Problem Sap 14.1 design parameters

Sap 14.1 design parameters
 essenza

Not-Activated

White-private
User ID: 865
Joined: Mar 2009
Posts: 206
Threads: 54
Likes: 296 in 111 posts
Given Likes: 294
Points:13,816 EP
#11
12-24-2009, 11:17 AM
Hi all

I have problem with SAP2000 v14.0. When i design a HSS section, the analysis result for bending moment and design moment is different? why is that? can anyone give insight?

Regards,

Donald Essen




  •
 fashion

Not-Activated

White-private
User ID: 3328
Joined: Jul 2009
Posts: 75
Threads: 15
Likes: 282 in 41 posts
Given Likes: 188
Points:3,082 EP
#12
12-24-2009, 11:34 AM
which code are you designing according to?



[-] The following 1 user Likes fashion's post:1 user Likes fashion's post
  • essenza
 essenza

Not-Activated

White-private
User ID: 865
Joined: Mar 2009
Posts: 206
Threads: 54
Likes: 296 in 111 posts
Given Likes: 294
Points:13,816 EP
#13
12-26-2009, 04:42 PM
Thx, I've solved the problem, actually it is because of amplified moment due to non compact or slender section o take into account the p-delta effect. So SAP2000 is very accuratem just becareful if you use the 2nd order analysis instead of the 1st order amplified moment method per AISC 360-05




  •
« Next Oldest | Next Newest »

Users browsing this thread: 1 Guest(s)
Pages (2): « Previous 1 2



Possibly Related Threads…
Thread Author Replies Views Last Post
  STAAD Steel Design Parameters syedmuzaffer 4 9,485 11-07-2009, 08:15 AM
Last Post: rohailiyaz

  • View a Printable Version
  • Subscribe to this thread

Designed by CivilEA - Powered by MyBB

Linear Mode
Threaded Mode