Author |
Message |
Topic: Applicability of the standard |
JVCSNL
Replies: 6
Views: 4245
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Forum: E-CONFERENCE on SSD-II 06(19914) REQUIREMENTS FOR STRUCTURAL DESIGN Posted: Mon Aug 29, 2022 9:30 am Subject: Applicability of the standard |
Should this standard acknowledge the variation in applications and types of construction to enable informed decision by the Owner?
The answer to this question is yes. Each industry has its own p ... |
Topic: Review of existing practices . |
JVCSNL
Replies: 17
Views: 9358
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Forum: E-CONFERENCE on SSD-II 06(19914) REQUIREMENTS FOR STRUCTURAL DESIGN Posted: Mon Aug 29, 2022 9:16 am Subject: Review of existing practices . |
The soil (geotech) consultant provides the recommendations as prescribed in the order given to them for their services. Hence, it is prudent to define clearly what is expected loading on soil and what ... |
Topic: Regarding use of Fe 550D for structure designed for Fe 500D |
JVCSNL
Replies: 2
Views: 3155
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Forum: SEFI General Discussion Posted: Sat Jul 20, 2019 7:02 am Subject: Regarding use of Fe 550D for structure designed for Fe 500D |
Dear All,
Do we have certified stress-strain values for Fe550 similar to Fe415 or Fe500 to be used in designs?
Best Rgards,
Jignesh |
Topic: STRUCTURAL ENGINEER'S FEES VS. BROKER FEES |
JVCSNL
Replies: 39
Views: 22032
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Forum: SEFI General Discussion Posted: Fri Apr 20, 2018 1:30 pm Subject: STRUCTURAL ENGINEER'S FEES VS. BROKER FEES |
Dear Engineers,
I remember the topic being discussed first in Aug. 2002 after launch of this forum. I am not sure whether archives of that discussion is still available on the website or not, but ... |
Topic: Detailing of Column Reinforcement |
JVCSNL
Replies: 6
Views: 7153
|
Forum: SEFI General Discussion Posted: Wed Feb 22, 2017 4:07 am Subject: Detailing of Column Reinforcement |
Dear All,
The code gives basic principles of the RC design ( i.e., strain block and stress block parameters) and subsequent to that it is up to engineer to use those principles to design the concre ... |
Topic: Suggestions for Cold Concreting |
JVCSNL
Replies: 2
Views: 3651
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Forum: SEFI General Discussion Posted: Tue Jul 05, 2016 3:45 am Subject: Suggestions for Cold Concreting |
Is it necessary that you have to pour the entire raft in one go?
Looking to the raft size, 150 m x 150 m x 2.8 m, which is 63000 cum of concrete, you need to take care of temperature effects very c ... |
Topic: ethics in structural design and construction |
JVCSNL
Replies: 141
Views: 94263
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Forum: SEFI General Discussion Posted: Fri Jul 01, 2016 4:35 am Subject: ethics in structural design and construction |
Dear Friends,
During the discussion on this topic, one of the discussion point was the quality of education and exposure to real life problems during civil engineering studies.
On this forum i ... |
Topic: Wither Ethics |
JVCSNL
Replies: 13
Views: 11274
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Forum: SEFI General Discussion Posted: Thu Jun 30, 2016 1:59 pm Subject: Wither Ethics |
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[SIZE=3][FONT=Times New Roman, serif][SIZE=2 ... |
Topic: Modulus of Subgrade Reaction in SAFE |
JVCSNL
Replies: 3
Views: 7809
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Forum: SEFI General Discussion Posted: Thu Jun 30, 2016 8:25 am Subject: Modulus of Subgrade Reaction in SAFE |
Hi,
Is 200 kN/sqm is based on settlement or shear strength?
If it is based on settlement criterion, the ks will be SBC/allowable settlement.
If it is based on shear strength, you need to k ... |
Topic: Wither Ethics |
JVCSNL
Replies: 13
Views: 11274
|
Forum: SEFI General Discussion Posted: Thu Jun 30, 2016 8:00 am Subject: Wither Ethics |
Dear Friends,
The price war is there everywhere.. Even for prestigious and much complex projects, while awarding the contract for engineering services, the customers have started selecting the con ... |
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