| Author |
Message |
 Topic: Reduction in pile capacity for Bored cast insitu Piles |
abhy_vivek
Replies: 3
Views: 1008
|
 Forum: SEFI General Discussion Posted: Fri Nov 23, 2018 11:47 am Subject: Re: Reduction in pile capacity for Bored cast insitu Piles |
Dear John,
What type of structure are you designing (building / bridge / jetty . . )? Which area / city the structure is located (Delhi / Kolkata / Jammu / Pune . . .)? type of strata (sand / si ... |
| Topic: lap length for distribution reinforcement |
abhy_vivek
Replies: 1
Views: 865
|
Forum: SEFI General Discussion Posted: Thu Nov 15, 2018 8:05 am Subject: lap length for distribution reinforcement |
In a typical one way slab or a wall, with main steel in one direction and distribution in orthogonal, what is lap length for distribution reinforcements ?
Is there any clear guideline ? |
| Topic: Indian Concrete Journal Will be continued but with a different team |
abhy_vivek
Replies: 12
Views: 2237
|
Forum: SEFI General Discussion Posted: Fri Nov 09, 2018 12:09 pm Subject: Re: Indian Concrete Journal Will be continued but with a different team |
| Extremely Happy News On this Diwali day, I wish to share this good news of "Indian Concrete Journal is going to be continued" with a new team of editors. The following is the email I receive ... |
| Topic: NHAI / MORTH Circular on IIT approval |
abhy_vivek
Replies: 2
Views: 1084
|
Forum: SEFI General Discussion Posted: Sun Jul 22, 2018 4:27 am Subject: NHAI / MORTH Circular on IIT approval |
Hello Sir, Highly thankful for your timely help. It's useful and acknowledged.
I tried to search on the website before putting a post, but could not locate the circular.
Reg
Vivek Abhyankar
A ... |
| Topic: NHAI / MORTH Circular on IIT approval |
abhy_vivek
Replies: 2
Views: 1084
|
Forum: SEFI General Discussion Posted: Thu Jun 21, 2018 12:35 pm Subject: NHAI / MORTH Circular on IIT approval |
NHAI / MORTH Circular
Does anyone aware / can share the NHAI circular regarding - "Third party approval by eminent bodies like IIT on Girder bridges more than 20m span" ? |
| Topic: Pile Lateral capacity - IRC vs. IS |
abhy_vivek
Replies: 3
Views: 3025
|
Forum: SEFI General Discussion Posted: Mon Dec 19, 2016 9:14 am Subject: Pile Lateral capacity - IRC vs. IS |
Dear Fellow Members,
For the estimation of lateral capacity of a typical bored cast-in-situ concrete pile, IRC-78 allows lateral deflection of 1% of the dia at top; whereas IS-2911 limits it to ... |
| Topic: Diluting standards of Technical Education |
abhy_vivek
Replies: 7
Views: 4471
|
Forum: Speak Out Box Posted: Mon Dec 19, 2016 9:00 am Subject: Diluting standards of Technical Education |
LACK OF EXPERIMENTATION".
We keep teaching theory - theory and only theory to students . . . and hardly any (full week) site visits to demonstrate practical aspects at site. |
| Topic: LAPTOP For Structural Engineer |
abhy_vivek
Replies: 2
Views: 3115
|
Forum: Speak Out Box Posted: Mon Dec 19, 2016 8:46 am Subject: Re: LAPTOP For Structural Engineer |
Instead of Sefi this post should have been checked on FlipKART or amazon Hello Sefians,
Can any one suggest good configured laptop with company name. |
| Topic: I will not Yield - A Poem on engineering |
abhy_vivek
Replies: 8
Views: 4897
|
Forum: SEFI General Discussion Posted: Thu Dec 08, 2016 11:01 am Subject: I will not Yield - A Poem on engineering |
can anybody give me some idea about hutments for labors or temporary offices or houses on site. |
| Topic: Fixed beam subjected to Temp. Gradient |
abhy_vivek
Replies: 0
Views: 1613
|
Forum: Evaluate my Model Posted: Mon Sep 19, 2016 12:59 pm Subject: Fixed beam subjected to Temp. Gradient |
Has anyone tried Analysis of a Fixed Beam subjected to 'Temperature Gradient' in Staad vs. other software programs ?
If yes the pl share your experience about the 'deflected shape'. |
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