Author |
Message |
Topic: rafter to column size |
Frameingineering
Replies: 0
Views: 5674
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Forum: 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
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Forum: 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
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Forum: 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
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Forum: 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
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Forum: 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
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Forum: 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
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Forum: 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
|
Forum: 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
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Forum: 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
|
Forum: 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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