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Punching Shear | Two way Shear | Punching Shear in footing | Two way Shear in footing

Civil Engineering Mastery

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Опубликовано:

20 авг 2024

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Комментарии : 59

@abc-e.c 3 года назад

Very important knowledge Nice video for learning learning Thanks mam

@naveedalogy1695 3 года назад

Very informative video. 🌹

@arundutta3119 4 года назад

Keep it up mam, really well explained and helpful for us who are working at site

@CivilEngineeringMastery 4 года назад

It's my pleasure

@Ajaykumar-mz8ih 4 года назад

I'm so upset after seen such little nos. of likes. please don't give up keep it up .ur doing a great job..

@Ajaykumar-mz8ih 4 года назад

I want to learn more

@sruthym1514 4 года назад

Was really helpful.. Thank u😊

@CivilEngineeringMastery 4 года назад

Glad it was helpful!

@rajendramahajan9762 3 года назад

Great explanation Madam...

@CivilEngineeringMastery 3 года назад

Glad you liked it!!

@mdprobash9648 4 года назад

thanks a lot

@paulmwangi5061 4 года назад

great work indeed,help with design of raft footing.

@CivilEngineeringMastery 4 года назад

@ManojAmshekar 4 месяца назад

For net soil pressure fos is not considerd no?

@narasimhamurthymr4612 4 года назад

Plz teach one strap beam design wen column is at property line.

@naveedalogy1695 3 года назад

Please make some videos on manual design of different footings like raft, wall, isolated, combined...if As per ACI is possible.then it will be better.

@abc-e.c 3 года назад

What is the maximum and minimum size of a footing for a residential building of G+2 story Plot Size 25' x 50' Plot Size 40' x 80'

@vrameshbabu2366 3 года назад

Excellent

@CivilEngineeringMastery 3 года назад

Thanks.

@mazenabdallah2172 4 года назад

What happen if 1.5d is located outside the footing?

@KishoreKumar-nr3vv 4 года назад

Will be waiting desperately for requested video lectures.

@CivilEngineeringMastery 4 года назад

Will upload soon.

@CivilEngineeringMastery 4 года назад

Please refer below link for bending moment in footing ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-8Fl6aibhu1Q.html

@mohammedziauddin9707 4 года назад

Could you please suggest which text book would be best for beginners to learn structural Designing from basics..

@peoplespowerhellyeah8619 4 года назад

b.c punmia

@KishoreKumar-nr3vv 4 года назад

Quite helpful Mam, Can you please put some light on 1. One way shear (Beam Shear) in footing. 2. Bending moment in footing.

@CivilEngineeringMastery 4 года назад

Thank you.sure will upload.

@CivilEngineeringMastery 4 года назад

Please refer below link for bending moment in footing ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-8Fl6aibhu1Q.html

@KishoreKumar-nr3vv 4 года назад

@@CivilEngineeringMastery Thank you very much Mam, for that. Now desperately waiting for beam shear topic.

@aliqadri4672 Год назад

8:54 ratio of shoter side to longer side of column ....what it means..?? Is this about rectangular column...???

@CivilEngineeringMastery Год назад

Yes. rectangular column

@mukeshdanda2397 3 года назад

Thanks for the video madam but if two way shear is not safe what we do?plz

@CivilEngineeringMastery 3 года назад

You are welcome. If two way shear is not satisfied, we have to revise the footing depth and redesign it. Footing depth is the predominant factor in two way shear. Please refer the link for bending moment in footing ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-8Fl6aibhu1Q.html

@abishak3506 4 года назад

Nice explanation...can you explain the calculation of one way shear on footing?

@CivilEngineeringMastery 4 года назад

ok.

@CivilEngineeringMastery 3 года назад

ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-FIm56UO6ekU.html

@jayabharathis438 4 года назад

Thanks for the video. How to check punching shear for footing where the column is located at its corner?

@CivilEngineeringMastery 4 года назад

If the column is located at the corner then it is a eccentric footing,we have to design that by providing strap beam.

@gskstructuralconsultant9176 4 года назад

Nice explanation..but in flat slab system punching force taken from floor (contributory area of column) not from above column.

@CivilEngineeringMastery 4 года назад

Ok. Thank you.

@opanglembatzudir1517 4 года назад

I love your voice.....

@harishjoshi1139 2 года назад

My Step 6 is failing. The SBC is 150Kn/m2 and with actual size of footing it is coming 162kn/m2? Please help

@CivilEngineeringMastery 2 года назад

Increse the footing size and redo the design untill you reach the actual pressure below footing is less than SBC.

@harishjoshi1139 2 года назад

@@CivilEngineeringMastery increasing size worked. Thanks. I have another doubt. When we use this formula 100Ast/bd what is that b and d? Is b = 1000? Or the beam width = 5500 in my case.

@CivilEngineeringMastery 2 года назад

consider 1m wide.So your width b = 1000mm and d is effective depth of footing.

@harishjoshi1139 2 года назад

@@CivilEngineeringMastery if I am taking 1m than Tv is coming greater than Tc.

@mregan4554 4 года назад

In step 6,check for SBC with actual size of footing calculation soil weight is added,can u please. Explain reason of added in this calculation.

@CivilEngineeringMastery 4 года назад

It is the gross pressure which includes self weight of soil and self weight of footing .Overall depth of foundation is 1.5m from Ground level,footing depth is 0.75m,so depth of soil filling is 1.5-0.75 =0.75m, self weight of soil = 18x0.75=13.5kN/m2. Please refer the below link for more clarification about gross and net soil pressure ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-Z6fNmXgWAws.html

@mregan4554 4 года назад

@@CivilEngineeringMastery thanks for reply

@peoplespowerhellyeah8619 4 года назад

@@CivilEngineeringMastery thanks for this reply, it was my doubt also, as .75 is depth of footing also.