| Author |
Message |
 Topic:LINKS THAT LIST THE BOOKS IN THE FORUM |
es_jayakumar
Replies:695
Views:458532
|
 Forum:SEFI General DiscussionPosted: Sat Dec 10, 2022 10:24 am Subject:LINKS THAT LIST THE BOOKS IN THE FORUM |
| The much awaited book by Dr.H.J.Shah, Reinforced Concrete Vol-II has been released. Reportedly, it has exhaustive coverage of design of multi-storeyed buildings and LSD of water tanks. Booking of it i ... |
| Topic:Rock Anchoring |
es_jayakumar
Replies:4
Views:1498
|
Forum:SEFI General DiscussionPosted: Fri Sep 16, 2022 2:09 am Subject:Rock Anchoring |
We have once anchored reinforcement bars into the bed rock for a Tower Foundation, for stability against overturning : //www.buonovino.com/forum/viewtopic.php?t=12949
E S Jayakumar |
| Topic:Chemical fastener anchoring in Lime concrete |
es_jayakumar
Replies:5
Views:1986
|
Forum:SEFI General DiscussionPosted: Fri May 20, 2022 1:51 am Subject:Re: Chemical fastener anchoring in Lime concrete |
| In a G+2 old building (more than 50/60 years old), we have to cover the bare roof by normal shed. I have already designed the shed using Tata Hollow Pipe members. Span length is 16.350 m. & the ba ... |
| Topic:Popularity of Sefindia.org |
es_jayakumar
Replies:22
Views:5126
|
Forum:SEFI General DiscussionPosted: Sat Apr 30, 2022 1:41 am Subject:Popularity of Sefindia.org |
Dear Er.Aditya,
You are right !
Proliferation of several Structural Engineering Whatsapp & Telegram groups has led to drastic reduction in the queries raised and discussions in SEFI. People a ... |
| Topic:pedestal design for light pole |
es_jayakumar
Replies:29
Views:6423
|
Forum:New Members make Test PostsPosted: Fri Apr 22, 2022 2:22 am Subject:pedestal design for light pole |
Dear ES
I checked BIS code IS 11233 , COP for design and construction of Raddar antenna , Tv and Microwave Tower Foundations .
As per cl 5.1.1.3.13 , as per spirit of clause , The isolated Foo ... |
| Topic:pedestal design for light pole |
es_jayakumar
Replies:29
Views:6423
|
Forum:New Members make Test PostsPosted: Wed Apr 13, 2022 1:45 am Subject:pedestal design for light pole |
Some hypothetical calculations of 9.0 m high mast are as under just to understand calcs.
Assumptions : Mast dia 0.45m averaged.
Mast top lighting ring dia 1.5m , ht 0.45m say hypotheticall ... |
| Topic:underreamed pile foundation |
es_jayakumar
Replies:18
Views:16061
|
Forum:SEFI General DiscussionPosted: Sat Feb 05, 2022 5:29 pm Subject:underreamed pile foundation |
| The Code for Under-reamed Piles IS:2911 (Part-3) has been revised currently (2021). The ready-made design table (for load-carrying capacity) therein is seen retained as it is. Does it mean that its ... |
| Topic:Bhavin Shah 's Technical discussion series on U tube |
es_jayakumar
Replies:2
Views:1684
|
Forum:Open Source Software DevelopmentPosted: Thu Jan 20, 2022 3:54 pm Subject:Bhavin Shah 's Technical discussion series on U tube |
| https://youtu.be/EzP5xhhZ7L4 |
| Topic:Why do we oly consider service loads while designing footing |
es_jayakumar
Replies:5
Views:9046
|
Forum:Freshers' ZonePosted: Sun Oct 10, 2021 2:04 am Subject:Why do we oly consider service loads while designing footing |
| In continuation to the comments by Er.Zia, an article of me on the "Geotechnical Design of Foundations by LSD" published in the current CE&CR Magazine (excerpt attached) is expected to t ... |
| Topic:Load bearing Masonry building Design |
es_jayakumar
Replies:20
Views:6542
|
Forum:SEFI General DiscussionPosted: Fri Jul 16, 2021 3:22 am Subject:Re: Load bearing Masonry building Design |
Load bearing masonry building:
As a designer , not much difference while attempting design of masonry building :
FOUNDATIONS
Foundation in form of stepped footings of bwork with base concrete of pc ... |
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