| Author |
Message |
 Topic: Floating Column |
mohd_arastu
Replies: 46
Views: 26595
|
 Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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?
[/FONT] |
| Topic: HOW TO CALCULATE NUMBER OF PILES |
mohd_arastu
Replies: 5
Views: 8093
|
Forum: 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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