Combined Footing Design | with Reinforcement Details (with 3d example)

[@ArifHowlader-u4b]

Thank you for the great work!❤

[@md.jonayethasan9931]

very nice lecture. thanks a lot. please also create a strap footing and trapezoidal combined footing design

[@hanifullahhemat700]

special thanks form your nice video lecture manyyyyy thanks dear teacher

[@mdahaduzzaman1956]

Thanks for video❤❤

[@rahmanrahmani2896]

Good presentation. You make these tutorial for global audience therefore could please use metric system and you do not need to use any conversion factor !!! Thank you

[@rajiburrahman2886]

thanks for this beautiful solution

[@arifmist9966]

Is there any strap beam is needed between the two columns??? Exterior column is in the edge of the property line.

[@DipanwitaKatha]

This is so helpful. Thank you

[@rohitgunjal4488]

Thanks for the support...Keep posting such nice informative videos.

[@sankalpagrawal9868]

great going brother. pls make the video on manual analysis of a building. thanks

[@rajiburrahman2886]

Sankalp Agrawal Sankalp Agrawal 2 years ago great going brother. pls make the video on manual analysis of a building. thanks

[@onaziagbese7779]

Hi. what a great teacher you are! umm, can you please tell me how to add the loading from bricks or hollow cement blocks into the mix, if the footing is to support some square meters of blockwork in between the two columns?

[@mizanurrahman8528]

just love more and more this is more helpful.

[@alial-smadi8796]

How do you design a symmetrical combined footing where the distance from center of column to edge is equal on both ends? Is there no need for reinforcement calcs in that situation?

[@hemrajkc6827]

Simple and easy to understand. Wow 😍 Which software is this that is used for 3D view?

[@AnwarKhan-gg1eb]

Sir for rectangular footing me longer ya shorter direction ka reinforcement ka arrangements first hoga?

[@sugatmohod6416]

A combined footing of Length 4.0 m, width 2.0 m and thickness 0.5 m is constructed on the soil of SBC as 10 t/m2. It supports two column (A & B) of size 0.25 x 0.25 m each. Both columns are placed centerally along width of footing. Along length, Column A is placed at edge of footing while centre of column B is placed at 3.0 m from centre of column A. Both columns are subjected to dead load of 100 kN and live load of 50 kN. Draw bending moment and shear force diagram along length of footing. Determine and provide reinforcement due to bending along length of footing.

[@rajiburrahman2886]

helpful idea

[@randomgirl6784]

Thank you!

[@alial-smadi8796]

I am curious why did you not add the weight of the concrete?

[@umashankaryaligar8477]

Software u used to model

[@humayunkabirbabul6190]

When we design trapezoidal footing intead of stap footing.

[@jerrymartejr]

trapezoidal is not ideal if 2 columns are very far apart

[@mudassarnadeem4084]

Upload More Video About Structure Design Like Slab Beam Other all Type of Fottings

[@acemaglente2424]

what if the one column is on the edge and the other is on the corner..?

[@rajiburrahman2886]

helpful

[@taongamaiwanga9890]

thanks

[@edutechuniqueidea2810]

thanks a lot....

[@civilnetwork1210]

you are welcome

[@BilalAhmad-fp2mt]

​@Civil Network sir please upload lecture on strap footing design, Thanks

[@humayunkabirbabul6190]

When we design trapezoidal footing instead of strap footing.

[@muhammadarif-no7le]

Answer;- when the two column are soo close to each other and their footing are concide with each other .

[@MolotovWithLux]

#netupwardsoilpressure #multiplyingfactor #cleardistance

[@MolotovWithLux]

#combinedfootingsupport #multiplyloadby1000 #interiorcolumn

[@Nik-pc3zl]

kal k semesetr final bhaiya bachailen

[@ahadriad337]

thanks for this beautiful solution.

[@mdsharif-nv3kh]

thanks