CivilEA.com
  • Subscribe !
  • Register
  • Login
  • Home
  • Members
  • Help
  • Search
Connect with your social network account

Civil Engineering Association Various Free Discussion [REQUEST] Regarding Soft Storey Check And Design In Etabs..!!

[Request] Regarding Soft Storey Check And Design In Etabs..!!
 kirankumarklk

Senior Member

Registered
India
User ID: 29935
Joined: Oct 2010
Posts: 214
Threads: 77
Likes: 930 in 132 posts
Given Likes: 278
Points: 11,495 EP

#1
12-23-2011, 08:26 AM (This post was last modified: 12-23-2011, 09:20 PM by usman.)
Hi All.

I Am Designing 20 Storied Building With Transfer Girder Beams at 3rd Floor i Mean Over That Beams There are Floating Columns are There. I Modeled Building in Etabs. Can Anybody Let me Know About Soft storey Check in Etabs And Design. Is There Any Load Combinations in Etabs For Soft Storey Design?

Waiting For Kind Suggestions...


Regards
Kirankumarklk




  •
 skyscraper

Member

Registered
White-private
User ID: 15267
Joined: Mar 2010
Posts: 45
Threads: 5
Likes: 68 in 28 posts
Given Likes: 91
Points: 1,998 EP

#2
12-23-2011, 08:48 AM
Refer to UBC for seismic factor omega =2.8 for soft storey



[-] The following 1 user Likes skyscraper's post:1 user Likes skyscraper's post
  • kirankumarklk
« Next Oldest | Next Newest »

Users browsing this thread: 1 Guest(s)



Possibly Related Threads…
Thread Author Replies Views Last Post
  Question about One way shear check for piled raft foundation hamzeaziz 1 1,871 05-24-2021, 08:14 PM
Last Post: deviationz

  • View a Printable Version
  • Subscribe to this thread

Designed by CivilEA - Powered by MyBB

Linear Mode
Threaded Mode