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Author Message
  Topic: Floating Column
mohd_arastu

Replies: 46
Views: 26595

PostForum: SEFI General Discussion   Posted: Thu Aug 09, 2018 5:30 pm   Subject: Floating Column
Dear Kumaresan


Read the clause 5.5 of IS 13920:2016


Buildings with floating columns and set back columns perform poorly, when any such irregularities are adopted, detailed nonlinear analyses ...
  Topic: Information required in IS1893 part 2016
mohd_arastu

Replies: 21
Views: 3879

PostForum: SEFI General Discussion   Posted: Tue Jul 31, 2018 8:30 am   Subject: Information required in IS1893 part 2016
Then why code allow the consideration of stiffness of masonry wall by modelling it as diagonal strut. Before cracking of concrete, Masonry wall will crack.

Required clarification from expert.


...
  Topic: STRUCTURAL ENGINEER'S FEES VS. BROKER FEES
mohd_arastu

Replies: 39
Views: 6593

PostForum: SEFI General Discussion   Posted: Thu Apr 19, 2018 7:30 pm   Subject: STRUCTURAL ENGINEER'S FEES VS. BROKER FEES
Dear Sir

I really respect your words, but we are living in a country when a structural engineer quote a fee (say X amount) other structural engineer quote (amount of 0.5X). We do not have unity, in ...
  Topic: How to become a good structural designer
mohd_arastu

Replies: 19
Views: 5512

PostForum: SEFI General Discussion   Posted: Sun Sep 17, 2017 9:56 am   Subject: How to become a good structural designer
Agreed 

On Sep 9, 2017 9:43 PM, "uhvaryani" <forum@sefindia.org ( Dear Sefians,                       Recently,many questions were put on the forum by young designers such as,how to ...
  Topic: Relationship between density of concrete and Grade of Mix
mohd_arastu

Replies: 3
Views: 2171

PostForum: SEFI General Discussion   Posted: Mon Jul 03, 2017 7:00 pm   Subject: Relationship between density of concrete and Grade of Mix
Dear Er. Rabinder Shekher

As a structural engineer, we consider the density of concrete for calculating the self weight of RCC element & there is no role of concrete density in analysis & d ...
  Topic: Two way slab
mohd_arastu

Replies: 21
Views: 9904

PostForum: SEFI General Discussion   Posted: Mon May 15, 2017 12:00 pm   Subject: Two way slab
According to my understanding (please correct me if I am wrong):

We do not provide the top reinforcement at discontinuous edge (provides only nominal steel)  & assumed as simply supported there ...
  Topic: Architect and Structural Engineer
mohd_arastu

Replies: 33
Views: 12020

PostForum: SEFI General Discussion   Posted: Fri Oct 02, 2015 4:55 pm   Subject: Architect and Structural Engineer
Very true.
An architect told me we hire structural engineer so that he can provide us the solution of structural problems if arises during changes in their project which they dream and the dream ch ...
  Topic: Query in Steel Beam Design
mohd_arastu

Replies: 1
Views: 1355

PostForum: SEFI General Discussion   Posted: Wed Nov 20, 2013 9:40 am   Subject: Query in Steel Beam Design
Dear Sefians

Please find the attachment.


Attached pics shows the calculation of Torsion constant in the book of

Steel Structures (Design & Practice)
by
Eng. N.Subramaniam, Maryland, ...
  Topic: HOW TO CALCULATE NUMBER OF PILES
mohd_arastu

Replies: 5
Views: 8093

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Tue Sep 24, 2013 1:21 pm   Subject: HOW TO CALCULATE NUMBER OF PILES
Thanks Mr. Pravinin case of uplift?
Self weight of pile cap added to Fy? if yes then how much percentage of Fy?

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  Topic: HOW TO CALCULATE NUMBER OF PILES
mohd_arastu

Replies: 5
Views: 8093

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Mon Sep 23, 2013 1:20 pm   Subject: HOW TO CALCULATE NUMBER OF PILES
DEAR SEFIEANS

PLEASE GUIDE ME...HOW TO CALCULATE THE NUMBER OF PILES.

I HAVE PILE CAPACITY AS FOLLOWS

1. HORIZONTAL CAPACITY = 44KN
2. COMPRESSION CAPACITY = 280KN
3. UPLIFT/TENSION CAPACIT ...
 
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