Please upload a video on how to take footing values from etabs and design the footings in Excel sheet...also I have noticed that you are just using axial load on footings but in reality there are biaxial moments involved with the axial load on footing..how to resolve it...show me total procedure how to design such footings .. additionally if possible show me how to design edge column footing for residential building... JazakAllah ...May Allah bless you..
You can provide bi-axial moments in footing design programs, the result shows these are negligible. In case of higher moments, you can consider it. Will try to make such one in sha Allah.
Could you provide me design procedure for shoe footing ...I know its not recommended but sometimes strip and combined footing are very uneconomical.....please...reply at earliest... JazakAllah...
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JazzaakaLLAAHU khayraa AKHY, am waiting for the next video @Decode bd, bending moment & shear force diagram
Boniphace Songo
Excellent job one of the forgotten structural element to be designed, many engineers just
Nice And good ...video
Thanks
Assalamualikum Sir,
Please make more videos base on like slab design
A.o.A... sir how we wll prepare excel sheet for Etabs design.. plz make some videos on data generated from sofwares.
plz upload Beam, Column & slab for multistory
GREAT SIR. THANK YOU. KINDLY UPLOAD COLUMN AND BEAM DESIGN EXCEL SHEET
Will try in sha Allah
i have brother column design beam design and all estimate sheet prepared my own +919017264035 whatsapp number contact me if u want to see
Please upload a video on how to take footing values from etabs and design the footings in Excel sheet...also I have noticed that you are just using axial load on footings but in reality there are biaxial moments involved with the axial load on footing..how to resolve it...show me total procedure how to design such footings .. additionally if possible show me how to design edge column footing for residential building... JazakAllah ...May Allah bless you..
You can provide bi-axial moments in footing design programs, the result shows these are negligible. In case of higher moments, you can consider it. Will try to make such one in sha Allah.
@@Decodebd InshaAllah will be waiting for that video of yours ... JazakAllah.. once again
Could you provide me design procedure for shoe footing ...I know its not recommended but sometimes strip and combined footing are very uneconomical.....please...reply at earliest... JazakAllah...
can you explain why you used (.25) Fcu^.5 and not (0.8)Fcu^.5 for the allowable shear Stress
I got same in an example. May be that one printing mistake. You can replace it by 0.8 & allowable stress value will be more.
Slaamulkom brother
Could you please provide the Excel sheet !
ALSO DEAD LOAD FACTOR ACCORDING TO ACI IS 1.2
That is prepared as per BS Code. Check the 1st part & then 2nd part.
Pdf link plz
Can you share the pdf sir
drive.google.com/file/d/1PkPuStrizbGUS-NDZCVHYbZnxcmGCmJi/view?usp=sharing