| View previous topic::View next topic |
| Author |
Message |
PushkarKokane
General Sponsor
Joined: 18 Dec 2017
Posts: 22
|
 Posted: Fri Dec 22, 2017 9:44 amPost subject: Footing |
 |
|
Respected Sir
is pedestal necessary? |
|
| Back to top |
|
 |
Dr. N. Subramanian
General Sponsor
Joined: 21 Feb 2008
Posts: 5537
Location: Gaithersburg, MD, U.S.A.
|
| Posted: Fri Dec 22, 2017 1:32 pmPost subject: Re: Footing |
|
|
| PushkarKokane wrote: |
Respected Sir
is pedestal necessary? |
Dear Er. Pushkar
Pedestal is usually provided in steel structures. Sometimes a designer may provide a pedestal to decrease the depth of footing, as the cantilever depth of footing may be reduced.
Best wishes
NS |
|
| Back to top |
|
|
surja_gain
General Sponsor
Joined: 17 Jul 2009
Posts: 11
|
| Posted: Tue Dec 26, 2017 2:12 amPost subject: |
|
|
Thank you very much Sir, this is really very useful. |
|
| Back to top |
|
|
B.V.Harsoda
General Sponsor
Joined: 19 Jan 2009
Posts: 2329
Location: RAJKOT,GUJARAT, INDIA
|
| Posted: Sun Jan 14, 2018 5:00 amPost subject: |
|
|
Bridge detailing Guide:-
https://ftp.dot.state.tx.us/pub/txdot-info/brg/design/bridge-detailing-guide.pdf |
|
| Back to top |
|
|
B.V.Harsoda
General Sponsor
Joined: 19 Jan 2009
Posts: 2329
Location: RAJKOT,GUJARAT, INDIA
|
|
| Back to top |
|
|
B.V.Harsoda
General Sponsor
Joined: 19 Jan 2009
Posts: 2329
Location: RAJKOT,GUJARAT, INDIA
|
| Posted: Sun Feb 04, 2018 5:36 amPost subject: |
|
|
Very informative & useful link for Detailing:
http://www.buildinghow.com/en-us/Products/Books/Volume-A/The-reinforcement-I/Shear-walls/Anchoring
| Description: |
|
| Filesize: |
152.89 KB |
| Viewed: |
453 Time(s) |
|
|
|
| Back to top |
|
|
PushkarKokane
General Sponsor
Joined: 18 Dec 2017
Posts: 22
|
| Posted: Fri Feb 09, 2018 6:29 pmPost subject: |
|
|
Sir.
Some time in structure first wall construct and than column and beam cast. any effect on column Beam structure of after constructed wall or before wall. |
|
| Back to top |
|
|
B.V.Harsoda
General Sponsor
Joined: 19 Jan 2009
Posts: 2329
Location: RAJKOT,GUJARAT, INDIA
|
| Posted: Sat Feb 10, 2018 4:30 amPost subject: |
|
|
Dear Er.
If in R. C. C. Framed structure, wall constructed first and concreting done after, then this structure will act as composite monolithic constructed structure of R. C. C. & Masonry. Transformed Moment of Inertia of equivalent area of steel, concrete and masonry is too much higher than MI of RCC beam. As per my personal opinion it may not be any adverse effect on structural strength of such monolithic composite structure in which masonry (Brick masonry or Higher strength masonry than brick masonry) constructed first and after some time column and beam concreting carry out. Earthquake resistance may be more of such composite structure. As this is my individual thinking, it is requested to all Experts of this forum to Discuss & give their opinion in this topic and correct me if my thinking is require any improvement.
To understand transformed section below link may be useful to you
Transformed section:
http://www.nptel.ac.in/courses/105106117/pdf/9_Special_Topics/Section9.1.pdf
Transformed Area Method for Composite Beams - Mechanics of Materials:
https://www.youtube.com/watch?v=G5vBOzMu6P0
Best Wishes,
Er. B. V. Harsoda
| PushkarKokane wrote: |
Sir.
Some time in structure first wall construct and than column and beam cast. any effect on column Beam structure of after constructed wall or before wall. |
|
|
| Back to top |
|
|
B.V.Harsoda
General Sponsor
Joined: 19 Jan 2009
Posts: 2329
Location: RAJKOT,GUJARAT, INDIA
|
|
| Back to top |
|
|
saudgokul
SEFI Member
Joined: 24 Apr 2019
Posts: 8
|
| Posted: Mon May 06, 2019 6:58 amPost subject: Photographs Needed |
|
|
| thirumalaichettiar wrote: |
In continuation of my previous posting pl.find below detailed drawing for a 2-way slab including the details for torsion as found in the reference noted in the JOG format.
Can any sefians report that he makes and follows this detail for slab against the conventional bent up bars? It takes a bit long time to prepare the details but at construction site it requires less labour and less wastage of bar. Nowadays I am preparing and giving to the clients.
T.RangaRajan. |
Thank you for your information. It is really helpful. I want to see the photograph of a real site where this system of detailing has been followed. Especially, the torsional reinforcement part. I want to know that if both flexural reinforcement and torsional reinforcement are provided together or the locations where the torsional reinforcement is provided, flexural reinforcement is not provided. |
|
| Back to top |
|
|
|
|
Subscriptions
FAQ
Search
Memberlist
Usergroups
Register
Donate
Profile
Log in to check your private messages
Log in to website
