| Author |
Message |
 Topic: A New idea for RCC COLUMN design |
N. Prabhakar
Replies: 19
Views: 1824
|
 Forum: SEFI General Discussion Posted: Sun Sep 08, 2019 6:34 am Subject: A New idea for RCC COLUMN design |
Dear Sefians,
I have developed Excel spreadsheets for the design of several RC members which includes rectangular and circular columns subjected to axial compression/tensile load, uniaxial/biaxial ... |
| Topic: A New idea for RCC COLUMN design |
N. Prabhakar
Replies: 19
Views: 1824
|
Forum: SEFI General Discussion Posted: Thu Sep 05, 2019 1:13 pm Subject: A New idea for RCC COLUMN design |
Dear Er R G Gupta.
I have one doubt. The examples shown in your Excel sheets consider only short columns. Is your method applicable for long and slender columns as defined in IS code?
Please d ... |
| Topic: 5th Sept' i.e. Teachers' Day |
N. Prabhakar
Replies: 2
Views: 926
|
Forum: SEFI General Discussion Posted: Thu Sep 05, 2019 12:11 pm Subject: 5th Sept' i.e. Teachers' Day |
Dear Sefians,
Today is 5th Sept, Teachers Day, celebrated throughout India on the birthday of Bharat Rathna Dr. S. Radhakrishnan, second President of India,'a great academic philosopher. It is a d ... |
| Topic: The next chapter of Mumbai's "dangerous" small bridges |
N. Prabhakar
Replies: 4
Views: 519
|
Forum: SEFI General Discussion Posted: Tue Aug 27, 2019 6:16 am Subject: The next chapter of Mumbai's "dangerous" small bridges |
Dear Ms. Alpa Sheth,
The reasons for collapse of Himalaya bridge floor at the northern end of the Chhatrapati Shivaji Maharaj Terminus (CSMT) have already been discussed in this forum under the hea ... |
| Topic: An open letter to ICJ |
N. Prabhakar
Replies: 13
Views: 1319
|
Forum: SEFI General Discussion Posted: Sat Aug 24, 2019 6:47 am Subject: An open letter to ICJ |
Dear Ms. Alpa Sheth and Sefians,
I totally agree with the views expressed by Ms. Alpa on the recent change over in the current running of ICJ as compared to the earlier one. Like many who have wr ... |
| Topic: How to transfer Analysis data from StaadPro to excel |
N. Prabhakar
Replies: 2
Views: 586
|
Forum: SEFI General Discussion Posted: Wed May 22, 2019 4:39 am Subject: How to transfer Analysis data from StaadPro to excel |
Dear Er. Gurbhej Singh,
I have developed a video which is on YouTube and the link to the video is given below:
Staad output to Excel Worksheet
https://www.youtube.com/watch?v=7HDm-kddhOs
... |
| Topic: Mumbai foot bridge collapse - reasons? |
N. Prabhakar
Replies: 8
Views: 1368
|
Forum: SEFI General Discussion Posted: Mon Mar 18, 2019 5:28 am Subject: Mumbai foot bridge collapse - reasons? |
Dear Mr. Oundhakar,
Your observation about the effective longitudinal tying between different spans is in fact provided by the bond developed between precast deck slab and floor tiles which are la ... |
| Topic: Mumbai foot bridge collapse - reasons? |
N. Prabhakar
Replies: 8
Views: 1368
|
Forum: SEFI General Discussion Posted: Sun Mar 17, 2019 6:22 am Subject: Mumbai foot bridge collapse - reasons? |
Dear Mr. Abhijeet Oundhakar,
I am equally mystified how all the beam supports failed simultaneously. It appears, the joint supporting members have corroded more or less equally over a period of ti ... |
| Topic: Mumbai foot bridge collapse - reasons? |
N. Prabhakar
Replies: 8
Views: 1368
|
Forum: SEFI General Discussion Posted: Sun Mar 17, 2019 5:34 am Subject: Mumbai foot bridge collapse - reasons? |
Dear Mr. Oundhakar and Sefians,
In My opinion, the sudden collapse of the bridge deck is due to shear failure of the cross beam joint at the truss location due to high corrosion. It is not the cas ... |
| Topic: Do Read-Sub-Standard Tall Building Design In Australia-Welcome to the Faulty Towers state, where any mug's an engineer |
N. Prabhakar
Replies: 21
Views: 3260
|
Forum: SEFI General Discussion Posted: Sat Feb 09, 2019 5:27 am Subject: Do Read-Sub-Standard Tall Building Design In Australia-Welcome to the Faulty Towers state, where any mug's an engineer |
Dear Er. Kedar_Kavathekar,
Your suggestion of training site staff and workers about placing of reinforcement to suit codal requirements is not practical or feasible, as the codal requirements are t ... |
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