(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.
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 🙏
(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.
Right
Respect to ur solution but we can solve this in more simple way...🙏
plz telll bro if vidoe is in UA-cam plz share the link
very informative with very simple langauge
How Asc=788mm2 ? I think Asc=551.023 is the correct
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
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 🙏
Very good evening
Nice explained. Very2 thanks sir
Very nice explained sir
Thank you bro 🎉❤❤❤❤
But we will design the limiting section by exceeding the width only??
Sir that 7 m is it one span length or is it entire length of the beam?
Support❌ spot✔
Excellent explanation
Thank you Sir.
Continuous beam design kaise hota hai....usse pahle dekhege ki define kaise hota hai....badiya tha 😂😂
35:20 - HOW YOU GIVE THE VALUE OF AST1, I AM NOTGETTING THE SAME ANSWER, CAN U TELL THE STEPS OF CALCULATION PROPERLY.
Sir nice to watch your Video great explanation please make video on design of T beam bridge 🫣🫣💓💓💓
58:26 - AST provided 1884 kaise liya
ast ki value 2 times nikali hai konsi Le support vaali ya span vaali
Sir I have an RWD interview on Feb 20. Please make a video on Interview questions if possible
How you got the value of finishing load🤔🤔🤔
7m span is unclear. Whether all the spans are of 7meters??? please clarify
does this mean that every span is of 7meters???
Sir how did you find the value of provide ast provided 1884 ,58:28
Thankyou
Resting on 3 or more supports is a continuous beam i.e 2 spans is minimum and not three.
in IS code those coefficients are for 3 or more span
@ 39:07 How the value of Fsc come 0.83Fy?
by using the graph which is given in code
sir agar span three span unequal h to kse depth nikalege sir
Ends port pronounce properly ( support) means support
Sir, keep different span
Sir wo bending moment nikalte Waqt l^2 kaise hua?
But sir mare Asc to compression wale ka 551mm sq aa raha ha
Super
Is it IS code method??
Best
bro values of ast2 aur asc for at support and at midspan ulta pulta ho gaya hai
very well explained....everything in detail and in a simple way.....worth spending an hour here.....thank you
Thankyou sir 😊
Thanks u sir
Sir ek part solve nhii ho paraaaa
Dead load already given h to self wt kyon nikala?
Max shear force . ?
33.15 Mu lim is wrong...
osm
Sir continious slab ka vi ek vedio bana dijiye
bro i think u also not know what you do😊
20min tak samaj aaya uske baad to patani kya hora smaaj ni aara😢
Agar 2 spans hai ...toh kya karna chahiye?
Asc ka calculation wrong hai aapka
bhai mor than ni less than 3 bol
Asc ki values solve krne pr glt aa ri h meri
550 a rhi asc ki value
551.02 aa reha hai
Asc at support pr 788 h to
Asc at mid span pr 550 kaise ho gya
Apne ap kuch bhi
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.
@@CivilInside bhai 39:40 pr Asc ki value 551 ke paas aa rhi hai aur aapki value 788 aa rhi hai
Excellent explanation
All the best 👍