Very nice sir. Please make video on complete design of pile and isolated footing with checks on crack width, punching check. Etc using safe. Thank you so much. I have learnt lot from you.
With footing full fdn beam can't be casted because after footing casting on top of it need extra shuttering for extra top level of fdn beam. So better to cast footings 1st then fdn beam. If there's in any alternative way to cast together then possible to cast at same time.
Sir bending of column can cause problem In future, tension face at base of footing .in one column . Can we go for another slab in future . Plz reply me
Sir I sincerely requesting you... Please do one strap footing in safe by exporting loads from Etabs... And elaborate what are the loads and moments to be considered while designing strap footing in safe.. And Give the details how to design strap beam... If possible do one "manual Design of strap footing" along with the design in safe.... Please sir that is the only footing design I don't know till now... Please reply me if you found this comment is useful to your viewers
Thanks for sharing such useful topic.my question is sir that how to choose thickness and depth for strap beam and how much is the distance between base of footing to the base of strap beam.
sir can you provide any document which tell the analysis and design of footing with Strap beam . And sir how the face bars for torsion has to be calculated ?
Assalamu alaikum Sir I have one question if both the columns are situated on property line parallel to each other then how can we analyze it?Kindly reply will be a great favour.
Beautiful Demo sir. Appreciate your Work very much. I have A doubt in designing Eccentric footing sir. I take Pu, Mx and My from etabs for Footing design and design it manually for both Mx and My. Now after getting footing size and reinforcement, should the Footing now be placed concentrically on column( while giving AutoCAD Footing Layout).?
@@Decodebd I'm taking PU, Mx, MY values from etabs to design footings manually sir. Now if a column has MX and Myz that means it has eccentricity in X and Y direction. I design the for the MX and MY. In detailing of that particular footing(where we give footing layout plan for Execution purpose), Should I place that particular footing Concentrically with Column or Eccentric.
One of the best ❤️ videos in TH-cam... May Allah bless you more brother . Ameen
Thanks a lot dear. Ameen.
Very nice sir. Please make video on complete design of pile and isolated footing with checks on crack width, punching check. Etc using safe.
Thank you so much. I have learnt lot from you.
Welcome. In sha Allah.
After this strap beams work done , is it necessary to build plinth beams and DPC?
This is a very Nice Explanation!! Lovely video, Thanks!
Super sir..am waiting for pile raft combined footing concept with animation..
Thanks, will do in sha Allah.
Вау, начало возведения железобетонной рамы...
Я делал такое чтоб спасти реконструируемое здание.
Have to cast beam and footing separately?
With footing full fdn beam can't be casted because after footing casting on top of it need extra shuttering for extra top level of fdn beam. So better to cast footings 1st then fdn beam. If there's in any alternative way to cast together then possible to cast at same time.
Thank you so much, I really respect you for sharing your knowledge.
Please reproduce and share your videos again.
Thank you very much for this. It helps understanding Concepts
VERY USEFUL THANKS
Nice explanation... thank you
You are welcome
what about the trench wall in these footings??
great work sir.
Brother, in IS code we don't provide top Rebar/top rebar mat fir strap footing. we provide in combined footing....
As per design check if it's ok then no problem.
@@Decodebd Shukran....
Please upload more and more videos like this
Yes. In sha Allah will make.
এই গুলো কোন সফটওয়্যার দিয়ে করে?
Sir app animation video kaise banethe ho
Sir bending of column can cause problem In future, tension face at base of footing .in one column . Can we go for another slab in future . Plz reply me
Very good explain
Thanks and keep watching.
Could you please tell which software do you use for such animations?
sketchup
Sir please explain why the concreting of tie beam is not done with footing pads, why the concreting of tie beam is done with the columns
great dear sir which software u used is that a revit?
Sketchup
WHAT IS THE NAME OF THIS APP PLEASE
wonderful explanation sir plz do all structural related videos sir
Yes. check the playlist. Thanks for your comment.
Great ..thanks
Most welcome!
Do we need to provide plinth beams?
This is Foundation beam. Not plinth beam.
But how about building the firewall? Can you make a video about building the firewall and for the connections sir?
Sir I sincerely requesting you... Please do one strap footing in safe by exporting loads from Etabs... And elaborate what are the loads and moments to be considered while designing strap footing in safe.. And Give the details how to design strap beam... If possible do one "manual Design of strap footing" along with the design in safe.... Please sir that is the only footing design I don't know till now... Please reply me if you found this comment is useful to your viewers
Will do in sha Allah.
We want to know more about building . construction foundation
Sr. Do you know if is possible to model those footings with associated soil beam in Prota Structure?
Will check in sha Allah.
Upload full procedure with material type of patent stone.
Do you have tutorial for csi bridge?
No dear
Can we have the cad file?
Which software is used for making this animation video
3dmax
In Tekla Structural Designer 2019, why the axial force is different after every time I click on first linear.
I am not sure whether it is for cracked version or not.
@@Decodebd Aite, thanks Decode BD.
Dear Md Humayun Kabir , in which software you created this amazing animation?
3d Max
@@Decodebd But it look like (color scheme and rendering) as it was done in Sketchup.
Yes, the color selection made it same like Sketch Up
F3 and F8 are too close. How about bearing capacity of soil?
SBC 150kN/m2
I Love your channel. Please keep posting all these important structural point of view videos ❤️
Thanks a lot.
@@Decodebd Can you make a video on design of high rise building in Etabs using IS code?
In sha Allah will do.
@@Decodebd sir one more question... When we enter bottom story height in Etabs ,how much story height should we give?
How to create chair bar in revit sir??
Will try to show that soon in sha Allah.
Sir can you please share the configuration details of the laptop or Desktop on which you do the analysis of high rise Structures
www.asus.com/Laptops/ROG-G752VS-OC-Edition-7th-Gen-Intel-Core/specifications/
@@Decodebd what's program you use for this job?
sir can you make videos tutorial on Enercalc software
I don't have that software.
Sir plz tell this design is for how many no. Of floor?
Plz tell s
This is not for exact floor. This is demonstration of near footing.
@@Decodebd ok , can we provide same type for actual g+3 building
Thanks for sharing such useful topic.my question is sir that how to choose thickness and depth for strap beam and how much is the distance between base of footing to the base of strap beam.
th-cam.com/video/pEmy2LNclsA/w-d-xo.html
th-cam.com/video/oZ1rjucqsB0/w-d-xo.html
sir ,which software you are using for animation
3d Max
Thank you so much sir
Wc
sir can you provide any document which tell the analysis and design of footing with Strap beam .
And sir how the face bars for torsion has to be calculated ?
th-cam.com/video/oZ1rjucqsB0/w-d-xo.html
th-cam.com/video/pEmy2LNclsA/w-d-xo.html
Can you provide excel sheet for Strap footing
th-cam.com/video/oZ1rjucqsB0/w-d-xo.html
th-cam.com/video/pEmy2LNclsA/w-d-xo.html
Assalamu alaikum Sir I have one question if both the columns are situated on property line parallel to each other then how can we analyze it?Kindly reply will be a great favour.
In that case both column location will be arranged at edge. Check tutorial on near/strap footing design in my channel.
@@Decodebd Thanks
Assalamualikum Sir, Strap footing manual calculation plzzz...
th-cam.com/video/oZ1rjucqsB0/w-d-xo.html
th-cam.com/video/pEmy2LNclsA/w-d-xo.html
There in calculation report you will get manual procedure.
Asak Brother, Very informative. Through which app/software you make this type of animated video/s for strap footing??? Shukran....
WS. Thanks. This is done by 3dmax.
@@Decodebd Masha Allah.
Salam sir ..
Tremendous tutorial sir..May Allah bless you..
WS. Thanks. Ameen.
Beautiful Demo sir.
Appreciate your Work very much.
I have A doubt in designing Eccentric footing sir.
I take Pu, Mx and My from etabs for Footing design and design it manually for both Mx and My. Now after getting footing size and reinforcement, should the Footing now be placed concentrically on column( while giving AutoCAD Footing Layout).?
Did not get it....
@@Decodebd I'm taking PU, Mx, MY values from etabs to design footings manually sir.
Now if a column has MX and Myz that means it has eccentricity in X and Y direction.
I design the for the MX and MY. In detailing of that particular footing(where we give footing layout plan for Execution purpose), Should I place that particular footing Concentrically with Column or Eccentric.
No, obviously use concentric footing until there is no positioning limitation.
@@Decodebd got it sir.
Sir in case we have property line restrictions, and we can't place Footing Concentrically, then what can be done.
@@atifnawaz7623 Then provide eccentric footing.
Software
3d max
Thanks for sharing! if you make the example of continue footing or continue pile cap with Eccentric column.
Welcome. Will do in sha Allah.
@@Decodebd Thanks for your kind!
Footing steel is wrong. Main steel rod should be perpendicular to the strap beam.
I n searching for this