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Author Message
  Topic: rafter to column size
Frameingineering

Replies: 0
Views: 5674

PostForum: Evaluate my Model   Posted: Thu Jun 23, 2016 8:36 am   Subject: rafter to column size
Hello Fellows,

Please advice if my design in robot structural analysis software is right. is there any case where i can have a size of a steel beam used as a rafter larger than the the column it is ...
  Topic: Footing Stresses
Frameingineering

Replies: 1
Views: 2586

PostForum: SEFI General Discussion   Posted: Thu Nov 20, 2014 8:56 pm   Subject: Footing Stresses
Hello all,
Please, how can we determine the bearing stress of a footing in etabs and comparing it with allowable bearing pressure. Does anyone has this experience in ETABS?
  Topic: Storey Drift Limitation
Frameingineering

Replies: 3
Views: 3738

PostForum: SEFI General Discussion   Posted: Wed Nov 19, 2014 7:27 pm   Subject: Drift limitation
Yes multiply by R to get the elastic displacement
  Topic: Interstory drift calculation
Frameingineering

Replies: 0
Views: 2406

PostForum: SEFI General Discussion   Posted: Tue Nov 18, 2014 9:02 pm   Subject: Interstory drift calculation
Hello sefians,
Please can some one help me to calculate interstory drift from etabs. Which of the displacement table is more appropriate. Thank you
  Topic: Displacement
Frameingineering

Replies: 0
Views: 1614

PostForum: SEFI General Discussion   Posted: Mon Nov 17, 2014 11:14 am   Subject: Displacement
Hello all,
Please anyone knows why the caption from etabs says" displacement torsionspecy ".
Thank you
  Topic: sharing of lateral loads like EQ & wind in bidgs bet: fr
Frameingineering

Replies: 39
Views: 33320

PostForum: SEFI General Discussion   Posted: Fri Nov 14, 2014 3:03 pm   Subject: Base shear
Hello Arunkumar,

Thank you for the information, it has been very helpful and educative.

Samuel
  Topic: Uplift in raft foundation
Frameingineering

Replies: 7
Views: 7265

PostForum: SEFI General Discussion   Posted: Fri Nov 14, 2014 2:05 pm   Subject: Uplift in raft foundation
My good friend, how far with your checks
  Topic: sharing of lateral loads like EQ & wind in bidgs bet: fr
Frameingineering

Replies: 39
Views: 33320

PostForum: SEFI General Discussion   Posted: Fri Nov 14, 2014 9:18 am   Subject: Base shear
Thank you very much, I got the understanding now.
But does it mean that you can't reduce the percentage of the base shear taking by the shear walls? Like in my example, that means EQX will need to be ...
  Topic: Uplift in raft foundation
Frameingineering

Replies: 7
Views: 7265

PostForum: SEFI General Discussion   Posted: Thu Nov 13, 2014 9:08 am   Subject: Uplift in raft foundation
Thank you very much my good friend. I have attached it, please check and let me understand if I have done the right thing. Thank you
  Topic: Uplift in raft foundation
Frameingineering

Replies: 7
Views: 7265

PostForum: SEFI General Discussion   Posted: Thu Nov 13, 2014 7:39 am   Subject: Uplift in raft foundation
Yes, the support direction is in the X and Y.
If the spring reaction is positive, what does it mean, if it's negative What's does it mean.

Have you done soil interactions in etabs before?
 
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