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Author Message
  Topic: Siesmic analysis and tall buildings
md zeeshan ali

Replies: 2
Views: 1048

PostForum: Freshers' Zone   Posted: Sat Nov 28, 2020 4:56 am   Subject: Siesmic analysis and tall buildings
Dear Student



Here is the link below which could be of your help.

https://www.sefindia.org/forum/viewtopic.php?t=17849

You can get lots of study material here related to your dynamic analy ...
  Topic: Siesmic analysis and tall buildings
md zeeshan ali

Replies: 2
Views: 1048

PostForum: Freshers' Zone   Posted: Sat Nov 28, 2020 4:48 am   Subject: Siesmic analysis and tall buildings
Dear Student


You come to right place for your help. You can get your required help here. Just Specify your problem or project condition. There are many expert here to help you in your problem.
...
  Topic: How do you build dams and bridges that stand on water while there is still water in the body that can interfere with the
md zeeshan ali

Replies: 1
Views: 1036

PostForum: Dams and Bridges   Posted: Fri Nov 20, 2020 3:22 pm   Subject: How do you build dams and bridges that stand on water while there is still water in the body that can interfere with the
Dear Sir

In our project located at Jehanabad , we used the offshoot of river Fhalgu to divert the seasonal stream of River to construct the weire in lenth of River with undersluice on the bot ...
  Topic: IS1893 - Different Response Reduction in X and Y
md zeeshan ali

Replies: 4
Views: 1903

PostForum: SEFI General Discussion   Posted: Fri Nov 20, 2020 3:03 pm   Subject: Different Response in different direction.
Dear Sir,

IS Code 1893 don't allow different Response Reduction factor in different direction. Earthquake has no direction defined so better use one response reduction factor.

Best Regards
Zee ...
  Topic: staad pro fixed but support
md zeeshan ali

Replies: 23
Views: 23498

PostForum: SEFI General Discussion   Posted: Sat Nov 07, 2020 9:05 am   Subject: Fixed But Support
Dear SRINIVASAN Sir

https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/21804/difference-between-fixed-and-enforced-support

Best Regards
Mr. Ali
  Topic: staad pro fixed but support
md zeeshan ali

Replies: 23
Views: 23498

PostForum: SEFI General Discussion   Posted: Sat Nov 07, 2020 8:43 am   Subject: Support System in STAAD PRO
Dear SKN SRINIVASAN Sir


Drawing is the vital part of understanding any civil engineering problem if you attach the drawing with your problem we would better visualize your interesting problem. ...
  Topic: RC column damp issue
md zeeshan ali

Replies: 3
Views: 1308

PostForum: SEFI General Discussion   Posted: Thu Sep 05, 2019 2:10 pm   Subject: Column Failure
Dear Sir,

Failure of the column due to moisture is not much documented and exceptionally very rare. By just looking at the picture no one finds the cause of the damage. You have to look into all th ...
  Topic: static or dynamic analysis as per IS.1893
md zeeshan ali

Replies: 1
Views: 1725

PostForum: SEFI General Discussion   Posted: Sun Jun 23, 2019 4:10 am   Subject: worst should be considered!
Dear Sir,
I want to drag your attention to one thing, that static EQ analysis is completely based on the regular building Assumptions and fir upto 0.4s of Time Periods and so on. You can go through ...
  Topic: The Golden Bridge, Vietnam
md zeeshan ali

Replies: 2
Views: 2217

PostForum: Engineering Marvels   Posted: Sun Sep 09, 2018 9:43 pm   Subject: The Golden Bridge, Vietnam
Dear Sir,

The Golden Bridge is Awesome. But is it possible to design the same bridge with just two hand support?


Regards Md Zeeshan Ali
  Topic: Crack width calculation of a rectangular section.
md zeeshan ali

Replies: 1
Views: 1012

PostForum: SEFI General Discussion   Posted: Sun Aug 05, 2018 3:21 pm   Subject: Crack width calculation of a rectangular section.
Dear Sir
Please refer to Annex F of IS 456:200 on page 95( LSM) for the Crack width Calculation of Rectangular/Flexural Crack width.

Regards
Zeeshan Ali
 
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