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Nice video sir

Aapne section-4 mein permissible stress ki value 70 kese leli ??? Jab D/t ki value 320 aayi auf uske hisab se 78 hona chahiye..🙂 kum se kum correction hi PIN 📌 krdete comment mein !!!

Segment 4 mein bhi area 20 ke badle 26 lena tha agr rectangle ke concept se le rahe ho yaha pr 17:12

Bro lekin area of circle Lage ga na yaha to 14:36

Sir can u explain on English

Thank sir

Thank sir

Please stop bg music

Nice but i suggesting a video which has some additional details on this topic ua-cam.com/video/_hfkrv0SohY/v-deo.htmlsi=FyHLEtbRVTv6gE8R

Sound kaha h

Please understand yourself before making video

No proper understanding of concepts.... Just reading whatever written in book

Love from India ❤

😂 5:00 nice joke

great video well explained

Tita ki value kse aayi

Thank you......

Thanku sir 1 question Top bars jo extended hai projecting parts of combined footing me wo kitna hota hai agar columns L distance apart hai.

@aj the civil Sir ager span AB m load diffrent ho to kse cover plate design hogi

Describe cone penetration test. How these test differ from standard penetration test upload complete answer til tomorrow

Sir plz ask a question on continues beam of uniform section.. 🙏

Thank you Sir.. Very easily explaination Sir..

Thank You so much Brother Bhaii Segments 4 me Area Kaise nekalye ho Bro 10 × 2.6 Hogya Kiya Please Samjho. 10× 2 Hoga tho Q or kaise.???

Thank You so much Brother Bhaii Segments 4 me Area Kaise nekalye ho Bro 10 × 2.6 Hogya Kiya Please Samjho. 10× 2 Hoga tho Q or kaise.???

Thank You Bro From Durust University ❤

10:23

Visibility is very bad so we can't make notes. Do better visibility in next videos.

sir plastic moment of resistance ka simply supported ka bhi numerical solve kardo

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Base plate 100 m means what I am not understanding the size ( OD) of base plate

bhai to khud pahle padh le achhe se , aise logon ko galti mat padaho, N is SPT number not newton . and here is relation bw spt no and dynamic cone penetration no Ncbr or Ncd

1. an isolated footing is subjected to an axial factored load of 1600kn from column 40×40cm and moment 960 kn-m the footing is to be laid on soil150kpa. use c-25and s-300. (a) determine the footing dimensions use a/b=20. (b) the thickness of footing against punching and wide beam shear use 1.5d and d distance from face of column . (c) calculate the required reinforcement. (d) showe the reinforcement deatils.

Very easily explanation Sir. Thank you Sir ❤

Sir It requested to you kindly teach all geophysics techniques Sincerely A k bharti

0 shear is occurring at distance 28.658m from left due to UDL So maximum bending will also occur at distance of 28.658m from left, Your procedure by calculating distance 18.77m by taking moment from X-section is wrong recheck it again by drawing SFD

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Bhai bta toh dia kr yeh value ki li hai..sigma ki value 230 ku li

Very very nice class thank-you ❤❤❤❤❤

Bhai submittion of vertical force me Ra+Rb-10*37.5-20=0 hagr hm 37.5 ki multply 10 ze krenge to 375 ayega na

Bro yha Tak to pta hai but kahi b ye nhi mil rha k in values ko earthquake resistant building design krne me kaha put Krna hai.. agr numerically Krna chaho tb.. means ye calculate kr kis liye rahe hain.. jab beam and column ka.manual design krte e tb ye values to kahi put ni hoti

Kindly pls explain properly...u didn't told about how the dead load uh put

Nice explanation sir

Thanks 👍

Very poor explanation

I am going to start well foundation work in North Bihar soon. Welcome to all🙏.

Sir ye numerical civil engineering k 7th sem me aata hai

Nice explain sir

10:35

Why is every advanced engineering video in Hindinglish

Don't give wrong information