Design Of Continuous Beam | Hindi | Design Of Concrete Structures | Limit State Method | IS 456:2000

Study how a Continuous Beam is designed with Step by Step procedure.
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[@arshpreetkour6532]

(correction)@32:28 positive moment is at mid-span and the negative moment is at support hence the value of Mu to be considered- 248.2 against that of Mu,lim.

[@kri_Give]

Right

[@joyprakashlaishram9420]

How Asc=788mm2 ? I think Asc=551.023 is the correct

[@aryanwaghmare9511]

very informative with very simple langauge

[@anandmohanshrivastava8288]

Excellent explanation

[@shahidmalik8859]

Respect to ur solution but we can solve this in more simple way...🙏

[@nirmaldhamicovers9537]

plz telll bro if vidoe is in KZbin plz share the link

[@irfanqazmi2048]

Thank you Sir.

[@ManojKumar-gt4ct]

Very good evening Nice explained. Very2 thanks sir

[@manojkumar-md3kf]

Very nice explained sir

[@amritpainuali2589]

Thankyou

[@idk_sayings08]

Thank you bro 🎉❤❤❤❤

[@suhailrather985]

It is more much helpful sir ...lots of love from kashmir ❤❤......but u have taken wrong values in ASC at mid span . and ASC at supports

[@InderPalGader]

osm

[@hiteshjangid8727]

Support❌ spot✔

[@Anubhav158]

Sir nice to watch your Video great explanation please make video on design of T beam bridge 🫣🫣💓💓💓

[@ChandraSekhar-oz8xl]

Super

[@karngariba9837]

Sir I have an RWD interview on Feb 20. Please make a video on Interview questions if possible

[@kunwarpratapsingh4815]

Sir, keep different span

[@IshikaDhanai]

Best

[@vaibhavmore6428]

Sir how did you find the value of provide ast provided 1884 ,58:28

[@konsamloyangambasingh892]

Sir that 7 m is it one span length or is it entire length of the beam?

[@importanttipsaboutcivilsit9749]

Ends port pronounce properly ( support) means support

[@sadhanapdhanai5269]

Max shear force . ?

[@hotcupidpanda9640]

Bhai itni bdi video toh wese bhi bn gyi thi but ye after 47:20 k baad skip nhi krna chiye thaa.... Or haa bhut saari mistakes h. Calculation mistake bhi h.. Jo koi ye video dekh rha h plss calculator le kr bethna wrna nhi ayega. Or Ha bhai skip galat kiya tune. Baaki video achi h thanku 🙏

[@yashsalve5365]

Resting on 3 or more supports is a continuous beam i.e 2 spans is minimum and not three.

[@amitsuthar4569]

in IS code those coefficients are for 3 or more span

[@kukusir283]

ast ki value 2 times nikali hai konsi Le support vaali ya span vaali

[@nakliinsaantrader2195]

sir agar span three span unequal h to kse depth nikalege sir

[@nitakoli973]

Is it IS code method??

[@PALLAVSAINI]

35:20 - HOW YOU GIVE THE VALUE OF AST1, I AM NOTGETTING THE SAME ANSWER, CAN U TELL THE STEPS OF CALCULATION PROPERLY.

[@PALLAVSAINI]

58:26 - AST provided 1884 kaise liya

[@sourabhkumar7334]

Dead load already given h to self wt kyon nikala?

[@mukulrajput9068]

But sir mare Asc to compression wale ka 551mm sq aa raha ha

[@sanjaykumarsoren4870]

Sir wo bending moment nikalte Waqt l^2 kaise hua?

[@venuveeramalla7966]

How you got the value of finishing load🤔🤔🤔

[@Daani_Virinchi]

@ 39:07 How the value of Fsc come 0.83Fy?

[@CEBMuneshkumar]

by using the graph which is given in code

[@shantanuagrawal1947]

7m span is unclear. Whether all the spans are of 7meters??? please clarify

[@shantanuagrawal1947]

does this mean that every span is of 7meters???

[@shresthajain8363]

Sir ek part solve nhii ho paraaaa

[@sayanbanerjee8727]

Sir continious slab ka vi ek vedio bana dijiye

[@gauraigaunekar9227]

bro values of ast2 aur asc for at support and at midspan ulta pulta ho gaya hai

[@gauraigaunekar9227]

very well explained....everything in detail and in a simple way.....worth spending an hour here.....thank you

[@CivilInside]

Thankyou sir 😊

[@vaishalikumre6480]

Thanks u sir

[@nyksilentreaction]

bhai mor than ni less than 3 bol

[@pritpalsingh9176]

33.15 Mu lim is wrong...

[@prashantrohilla1637]

bro i think u also not know what you do😊

[@bhargavipilankar2311]

Agar 2 spans hai ...toh kya karna chahiye?

[@nirmaldhamicovers9537]

20min tak samaj aaya uske baad to patani kya hora smaaj ni aara😢

[@Samipsam25]

Asc ki values solve krne pr glt aa ri h meri

[@saurabhnegi1169]

550 a rhi asc ki value

[@suhailrather985]

551.02 aa reha hai

[@kushalwankhede8575]

Asc ka calculation wrong hai aapka

[@vikaskarwasra9997]

Asc at support pr 788 h to Asc at mid span pr 550 kaise ho gya Apne ap kuch bhi

[@CivilInside]

Because Moments(Mu) are acting different at Support & at Mid-span, that is why Asc at support is 788 & Asc at Mid-span is 550.

[@jaswantchawra7908]

@@CivilInside bhai 39:40 pr Asc ki value 551 ke paas aa rhi hai aur aapki value 788 aa rhi hai

[@asfariqbal9959]

Excellent explanation

[@CivilInside]

All the best 👍