(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
How Asc=788mm2 ? I think Asc=551.023 is the correct
Respect to ur solution but we can solve this in more simple way...🙏
plz telll bro if vidoe is in TH-cam plz share the link
Sir that 7 m is it one span length or is it entire length of the beam?
Very good evening
Nice explained. Very2 thanks sir
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
Support❌ spot✔
very informative with very simple langauge
Very nice explained sir
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 🫣🫣💓💓💓
Thank you Sir.
Thank you bro 🎉❤❤❤❤
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 🙏
ast ki value 2 times nikali hai konsi Le support vaali ya span vaali
Excellent explanation
Sir I have an RWD interview on Feb 20. Please make a video on Interview questions if possible
Sir how did you find the value of provide ast provided 1884 ,58:28
But sir mare Asc to compression wale ka 551mm sq aa raha ha
sir agar span three span unequal h to kse depth nikalege sir
Is it IS code method??
How you got the value of finishing load🤔🤔🤔
Sir, keep different span
Best
Thankyou
58:26 - AST provided 1884 kaise liya
Sir wo bending moment nikalte Waqt l^2 kaise hua?
Ends port pronounce properly ( support) means support
Super
7m span is unclear. Whether all the spans are of 7meters??? please clarify
does this mean that every span is of 7meters???
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
Max shear force . ?
@ 39:07 How the value of Fsc come 0.83Fy?
by using the graph which is given in code
Dead load already given h to self wt kyon nikala?
Sir ek part solve nhii ho paraaaa
33.15 Mu lim is wrong...
bro i think u also not know what you do😊
osm
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
Agar 2 spans hai ...toh kya karna chahiye?
Sir continious slab ka vi ek vedio bana dijiye
bhai mor than ni less than 3 bol
Asc ka calculation wrong hai aapka
Asc ki values solve krne pr glt aa ri h meri
550 a rhi asc ki value
551.02 aa reha hai
20min tak samaj aaya uske baad to patani kya hora smaaj ni aara😢
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 👍