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Is video ke Description me aur bhi videos hain jo apko apke INTERVIEW me help karengi.
Ответить500/4*2.4 likha hai or apne 500/4/2.4 likha hai...apne divide kyun likha hai.
ОтветитьSir Fe 550 D er respect e ld Kitna ayega
ОтветитьJhunjhuna???!!! 😏
ОтветитьSir, Stress in bar=0.87*fy. But u hv taken Stress in bar =fy,which is wrong
ОтветитьSir aapko bahut knowledge h
ОтветитьExclent sir
Aap bahut aacha samjhate ho
Thanks Bro 🥰
ОтветитьSir, one doubt. If grade of steel increases the strength of steel also increases. Then Ld should decrease but, still why the Ld increases. ( of course Sigma of S is in numerator of formula I know)
ОтветитьStress value 500 kaise hua, in limit state method it is 87 ℅ not 500
ОтветитьGood information
ОтветитьSir sigma s ki value aap fy k equal le rahe he but in LSM me we take it as 0.87xfy
ОтветитьOhh Lovely sir.. Thankyou.. Sir steel bar keh lap Length keh liyeh hum 40d 50d and 60d use kartay Hai. Yeh kahan say Ata Hai.
ОтветитьSuperb explanation.
ОтветитьVery nice Sir.
ОтветитьSir one doubt hai,
Exampley me kai se pata chale ga ke value 60% / 25% increase ho rahi hai?
Plz give me answer 🙏🙏
Sir working stress method se kese nikaale
ОтветитьIt's grade of concrete inversely proportional to Ld
ОтветитьSir aapne to pura concept clear kar diya sir mere liye to AAP legend ho ..... thanks sir
ОтветитьSir,,
Code Tension aur Compression ki baat karta h matlab zone ya members kaise differentiate karenge... Beam & Slab has both compression n tension zone....
I have this little confusin, please clarify
Within 10 to 15 minutes, one of the important concept is covered in detail. Thanks a lot Sir!!!
Ответитьdoubtless knowledge u shared sir ....tnk u
ОтветитьLd of beam and slab in compression member and Ld of column in tension member kiya hoga. Please help sir
ОтветитьSir is vedio mai ek confusion hai phle waala vedio mai v confusion tha. Left side mai development of beam and slab in tension member ke liye nikale hai and right side mai development length of column in compression member nikale hai. To confusion yah hai ki. Ld of beam and slab in compression member kha nikale hai and same Ld of column in tension member khan nikale hai. Please 🙏 btaaye sir bhut dino se yah doubts hai
ОтветитьSir app super se upar hain.....☺️
ОтветитьMany 2 thanks
ОтветитьSir building me tension member konse hai aur compression member konse hai Iss par ek video Bana dijiye 🙏 please 😊
ОтветитьSir sigma s = 0.87× fy =0.87 × 500 N/sqmm = 435 N/ sqmm as per limit state method
ОтветитьSIR APKA LD TENSION MAY 50D LIKHA HEY BUT SITE MAY 40D LETE HAIN JO FACTOR OF SAFETY LETE HEY OH KESE ADD KETE HAIN
ОтветитьYour teaching method is suuuuuuperb .
ОтветитьAaj aur jyada clear ho gaya sir..thank u sir
ОтветитьSir apka sikhane ka tarika bahut badiya hai. Awesome topic sir and awesome teaching skill sir.
ОтветитьSafe bearing capacity of soil test for house plan
Ka video banayie sir
Please sir
Nice video sir
ОтветитьCOLUMN LENGTH HEIGHT / PILLAR KI UCHAI (LAMBAI) 10FT SE (12',14',16',18) JYADA HONE SE KIN CHEEZO KA KHAYAL RAKHNA CHAIYE ANY SPECIAL INSTRUCTIONS IS PER KOI VEDIO BANAE ?
ОтветитьSir your way of teaching is very different and very easy for us to grab the concept....
ОтветитьThanku sir
ОтветитьSir agar hamara dia of steel increase hoo rha hai kisi floor k baad aur man loo ki meri slab cast hoo chuki hai aur mujhe dia increase krna hai usi floor see toh iss case mai ham bina rebar aur dismentaling krke high dia of steel kaise provide krege
ОтветитьSir, whatever you teach, teach according to the code, it is easy to understand ilke this lecture.Thanku sir
Ответитьsir please make video on bridge engineering asap. please sir.
ОтветитьPlzz plz foundation and footing me difference and dono ke types pe vedio banaye sir plzz
Next vedio usi pe banaye kyuki aap jis tarah samjhte ho sir vo sabse alag hota hai.!
Sir development length kyso nikhldiya na same lapping length keleyee iysaaa nekhale ki video bhanrooo sir jiii plzzzzzz ,,,,,,chotey request
Ответитьhow to study third party soil test report
ОтветитьFor tau and value which IS Code we should refer 🙏
ОтветитьSir,in our site the RCC consultant recommend to use 56d for compression, but my query is that from which IS Code it is taken.please reply.regards.🙏
ОтветитьThe way you explain this purely technical knowledge also can understand by non technical people ... It's your strength!
People don't teach and share there practical knowledge and experience like this in this time... Your simplicity and Great thought of Sharing your knowledge is making you a Different and Kind Human being!!!
Thank Very much Once again...
Deep Reverence from Nepal!🙏🙏🙏💐
Sir you are Great! !!!
ОтветитьThank you sir ji
ОтветитьAlso sir
Ld for compression = Dia Sigma st/ 4 Tau bd
Ld for compression = Dia Sigma Sc/ 5 Tau bd ..
Means while calculating Ld we will take different values of stress in steel in compression & tension of same dia of bar ..
Such as ..
Sir you know everything best so I am fully confused . So please clear confusion ..