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How to Design Eccentric Footing | Footing Design with Irreversible Moment | Isolated Footing Design 

Visual Civil
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This video explains the concept of Eccentric Footing, i.e. footing with Moment and demonstrates the design procedure with the help of numerical example.
For more content about design of footing visit us on : "www.gyanedge.net".
Download EXCEL Sheet for the design of footing using following link "www.gyanedge.n..."
Erratum:
Please consider these corrections : (1) At time 17:43 to 18:02 - B=1900mm, L=2100mm in 3D view of footing. (2) At time 20:02 to 20:54 - Footing Depth=550mm in 3D view of footing. (3) At time 21:02 to 21:26 - B=1900mm, L=2100, Depth=550mm in 3D view and Plan of Footing.
Method of Design: Limit State Method
References:
(1) IS: 456:2000 "PLAIN AND REINFORCED CONCRETE -
CODE OF PRACTICE", BUREAU OF INDIAN STANDARDS.
(2) SP 16: 1980 "DESIGN AIDS FOR REINFORCED CONCRETE TO IS: 456-l 978", BUREAU OF INDIAN STANDARDS.
(3) SP 34: 1987 "HANDBOOK ON CONCRETE REINFORCEMENT
AND DETNLING", BUREAU OF INDIAN STANDARDS.
Watch out for other videos on Footing with following Links
1. Design of Isolated Pad Footing for Axial Load as per IS 456:2000: • Design of Isolated Foo...
2. Understanding Concept of Combined and Raft Foundation: • Understanding Concept ...
3. How to decide size of RCC footing ? : • How to decide size of ...

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4 окт 2024

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Комментарии : 21   
@visualcivil
@visualcivil 3 месяца назад
For more content about design of footing visit us on : "www.gyanedge.net". Download EXCEL Sheet for the design of footing using following link "www.gyanedge.net/course/rcc-design-of-isolated-footing?previouspage=Civil&isenrolled=no#/home"
@arupchakraborty5607
@arupchakraborty5607 21 день назад
Thanks a lot for teaching in such an easy way......... please make a vdo for the trapizoidal footing or slopped footing with upper rebars as box bars footing and also clumn beam & slab design with reinforcement as it was descriped......
@vishwajittone8577
@vishwajittone8577 2 месяца назад
great learning video 👌
@visualcivil
@visualcivil 2 месяца назад
Thanks
@SHAIKMUHAMMEDYASEEN-k3r
@SHAIKMUHAMMEDYASEEN-k3r 9 месяцев назад
Excellently explained ❤❤
@visualcivil
@visualcivil 9 месяцев назад
Glad you liked it, Keep watching and share the video
@muslim7737
@muslim7737 8 месяцев назад
thanks alot♥ can i ask what software you use to make this explanation?
@visualcivil
@visualcivil 8 месяцев назад
Thanks for sharing your thoughts. It is made in Microsoft power point
@anshulnikhade4363
@anshulnikhade4363 9 месяцев назад
Nice explanation
@visualcivil
@visualcivil 9 месяцев назад
Thanks and welcome
@jaybell9145
@jaybell9145 11 дней назад
Bro, How to know if i need double mesh or single mesh reinforcement?
@visualcivil
@visualcivil 11 дней назад
Generally top rebar mesh is not required for isolated footing, unless footing is under tesion. But some engineer's do provide minimum rebar at top to avoid shrinkage cracks at top
@rajanv.m.8136
@rajanv.m.8136 14 дней назад
Dear Mahajan sir, I need excel sheet for various type of isolated footing given in your course. I am unable to access the site through link. Kindly send the excel sheet.
@visualcivil
@visualcivil 13 дней назад
Ok. Can you share your mail id
@visualcivil
@visualcivil 13 дней назад
Ok, can you share your mail ID?
@visualcivil
@visualcivil 9 месяцев назад
Please consider these corrections : (1) At time 17:43 to 18:02 - B=1900mm, L=2100mm in 3D view of footing. (2) At time 20:02 to 20:54 - Footing Depth=550mm in 3D view of footing. (3) At time 21:02 to 21:26 - B=1900mm, L=2100, Depth=550mm in 3D view and Plan of Footing.
@gnidnoeled786
@gnidnoeled786 6 месяцев назад
What's the requirement/guideline to follow about which rebar should be at the bottom? In this video the bottom rebars are along the long direction. Thanks in advance for the reply.
@visualcivil
@visualcivil 6 месяцев назад
@@gnidnoeled786 Longer bars are kept in lower tier, while shorter bars are kept in upper tier. You can refer SP34:1987 for more details
@gnidnoeled786
@gnidnoeled786 6 месяцев назад
@@visualcivil Is it because My-y is bigger than Mx-x thus rebars along long dimension are at the bottom?
@visualcivil
@visualcivil 6 месяцев назад
@@gnidnoeled786 Along the long direction of footing slab the cantilever portion of the slab from the column is more than that of short side. The behaviour and reinforcement is similar to cantilever slab. with only difference is that in footing slab the tension is at bottom
@AwesomeMS4777
@AwesomeMS4777 2 месяца назад
​ Is it re-uploaded with this correction? @@visualcivil
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