This video explains about What is punching shear in footing,why punching shear failure occurs in footing and detailed calculation of punching shear in footing with step by step procedure as per IS-456 2000.
Пікірлер: 59
@abc-e.c3 жыл бұрын
Very important knowledge Nice video for learning learning Thanks mam
@naveedalogy16953 жыл бұрын
Very informative video. 🌹
@arundutta31194 жыл бұрын
Keep it up mam, really well explained and helpful for us who are working at site
@CivilEngineeringMastery4 жыл бұрын
It's my pleasure
@ManojAmshekar3 ай бұрын
For net soil pressure fos is not considerd no?
@Ajaykumar-mz8ih4 жыл бұрын
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-mz8ih4 жыл бұрын
I want to learn more
@sruthym15144 жыл бұрын
Was really helpful.. Thank u😊
@CivilEngineeringMastery4 жыл бұрын
Glad it was helpful!
@rajendramahajan97623 жыл бұрын
Great explanation Madam...
@CivilEngineeringMastery3 жыл бұрын
Glad you liked it!!
@mdprobash96484 жыл бұрын
thanks a lot
@mohammedziauddin97074 жыл бұрын
Could you please suggest which text book would be best for beginners to learn structural Designing from basics..
@peoplespowerhellyeah86194 жыл бұрын
b.c punmia
@narasimhamurthymr46124 жыл бұрын
Plz teach one strap beam design wen column is at property line.
@aliqadri4672 Жыл бұрын
8:54 ratio of shoter side to longer side of column ....what it means..?? Is this about rectangular column...???
@CivilEngineeringMastery Жыл бұрын
Yes. rectangular column
@mazenabdallah21724 жыл бұрын
What happen if 1.5d is located outside the footing?
@paulmwangi50614 жыл бұрын
great work indeed,help with design of raft footing.
@CivilEngineeringMastery4 жыл бұрын
ok
@abc-e.c3 жыл бұрын
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'
@naveedalogy16953 жыл бұрын
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.
@vrameshbabu23663 жыл бұрын
Excellent
@CivilEngineeringMastery3 жыл бұрын
Thanks.
@KishoreKumar-nr3vv4 жыл бұрын
Will be waiting desperately for requested video lectures.
@CivilEngineeringMastery4 жыл бұрын
Will upload soon.
@CivilEngineeringMastery4 жыл бұрын
Please refer below link for bending moment in footing kzfaq.info/get/bejne/bqycacSax87ZYYU.html
@jayabharathis4384 жыл бұрын
Thanks for the video. How to check punching shear for footing where the column is located at its corner?
@CivilEngineeringMastery4 жыл бұрын
If the column is located at the corner then it is a eccentric footing,we have to design that by providing strap beam.
@harishjoshi11392 жыл бұрын
My Step 6 is failing. The SBC is 150Kn/m2 and with actual size of footing it is coming 162kn/m2? Please help
@CivilEngineeringMastery2 жыл бұрын
Increse the footing size and redo the design untill you reach the actual pressure below footing is less than SBC.
@harishjoshi11392 жыл бұрын
@@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.
@CivilEngineeringMastery2 жыл бұрын
consider 1m wide.So your width b = 1000mm and d is effective depth of footing.
@harishjoshi11392 жыл бұрын
@@CivilEngineeringMastery if I am taking 1m than Tv is coming greater than Tc.
@mukeshdanda23973 жыл бұрын
Thanks for the video madam but if two way shear is not safe what we do?plz
@CivilEngineeringMastery3 жыл бұрын
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 kzfaq.info/get/bejne/bqycacSax87ZYYU.html
@KishoreKumar-nr3vv4 жыл бұрын
Quite helpful Mam, Can you please put some light on 1. One way shear (Beam Shear) in footing. 2. Bending moment in footing.
@CivilEngineeringMastery4 жыл бұрын
Thank you.sure will upload.
@CivilEngineeringMastery4 жыл бұрын
Please refer below link for bending moment in footing kzfaq.info/get/bejne/bqycacSax87ZYYU.html
@KishoreKumar-nr3vv4 жыл бұрын
@@CivilEngineeringMastery Thank you very much Mam, for that. Now desperately waiting for beam shear topic.
@abishak35064 жыл бұрын
Nice explanation...can you explain the calculation of one way shear on footing?
@CivilEngineeringMastery4 жыл бұрын
ok.
@CivilEngineeringMastery3 жыл бұрын
kzfaq.info/get/bejne/fK-daJmGtJzJm4k.html
@mregan45544 жыл бұрын
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.
@CivilEngineeringMastery4 жыл бұрын
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 kzfaq.info/get/bejne/kJyWgdCJzL2lp6c.html
@mregan45544 жыл бұрын
@@CivilEngineeringMastery thanks for reply
@peoplespowerhellyeah86194 жыл бұрын
@@CivilEngineeringMastery thanks for this reply, it was my doubt also, as .75 is depth of footing also.
@gskstructuralconsultant91764 жыл бұрын
Nice explanation..but in flat slab system punching force taken from floor (contributory area of column) not from above column.
@CivilEngineeringMastery4 жыл бұрын
Ok. Thank you.
@opanglembatzudir15174 жыл бұрын
I love your voice.....
@myworldmyway72314 жыл бұрын
How can i get Vu.
@CivilEngineeringMastery3 жыл бұрын
Please refer the below link kzfaq.info/get/bejne/fK-daJmGtJzJm4k.html
@r.bavithra57012 жыл бұрын
Area of footing -6.6 then size of footing should be 2.56 , how 2.65 ??
@CivilEngineeringMastery2 жыл бұрын
It was an error. Kindly use 2.56m for calculation.