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@harshitmishra9852 14 сағат бұрын
Thanks u sir
@Foodsmawa 2 күн бұрын
Nuvu chesindhe thapu 😅 calculation chesthe wrong vasthundhi bhai😂
@xinnrrq3418 2 күн бұрын
At least show how u did the calculations
@shashikantkumarroy7491 2 күн бұрын
Sir plzz aur content upload kijiye
@Jeevangagrai4474 3 күн бұрын
Thankyou so much sir ❤
@JemereBoshina-f9l 4 күн бұрын
thank you I'm from Ethiopia
@nnebedumrose 4 күн бұрын
I can't see the numbers clearly The solution is so simple by you Please improve the video quality
@debayanhalder7858 5 күн бұрын
You just write answers and dictate it why don't you explain it Universe mentioned why self weight of slab is multiplied with 0.165 into 25 and you never mentioned why the maximum shear force at SP is multiplied with 0.165 into 25 from where maximum shear force at the support formula came don't dictate we also have answers please explain
@debankasarkar4870 10 күн бұрын
Design the one-way continuous slab of the figure subjected to uniformly distributed imposed loads of 5 kN/m2 . The span dimensions shown in the figure are effective spans. The width of beams at the support = 300 mm.
@viratians18.36 10 күн бұрын
Calculating this in calculator (43.75x4.375) = 191.40625 how it 140.70 kn ?
@Fahadtalkz 12 күн бұрын
Very bad explanation u didn't show any graph how to choose value so disappointed
@cute_aradhyaop1339 12 күн бұрын
How to find v value??
@kalaiarasan922 13 күн бұрын
A group of 16 piles of 50cm diameter is arranged with a center to center spacing of 1.0m. The piles are 9m long and are embedded in soft clay with cohesion 30kN/m. Bearing resistance may be neglected for the piles. Adhesion factor is 0.6. Determine the ultimate load capacity of the pile group.
@vikramsinghdawar5259 12 күн бұрын
Eska ans to mujhe bhi nahi mil rha hai bhai
@asmabanusaniyashaik6879 16 күн бұрын
H.?.
@kittusharma5610 19 күн бұрын
Please tell how to make estimate of this underground water tank and steel
@sonalchavarkar9518 20 күн бұрын
Sir, kindly share points notes of procedure which is asked in engineering exam
@clema3official 21 күн бұрын
❤❤❤
@sonalchavarkar9518 22 күн бұрын
Sir, please provide stepwise procedure.
@Shahidkhanafridi768 25 күн бұрын
for 100 sq. m cement concrete(1:2:4) 4cm thick floor, the quantity of cement required is? ANSWER= 0.571 m³
@Shahidkhanafridi768 25 күн бұрын
the box cutting in road crust is 2000cm3.
@ModiniChandu 27 күн бұрын
Formula wrong Simpsons rule
@prajyotdeshpande6602 Ай бұрын
How can longest path determine minimum amount of time required by project
@f2pclash777 Ай бұрын
Bhai tu clg ke teacher jaise hi explain Kiya time waste mv
@gineusengineer Ай бұрын
Q6 is also wrong option a will be correct
@gineusengineer Ай бұрын
Answer galat kqn batate hain
@surajvishwakarma5326 Ай бұрын
Sir is tarah ke or question kar ba yo na
@SharathBRPaapu Ай бұрын
Sir how to Split volume formula?
@DhirendraBhujel-b5b Ай бұрын
Thsnks so much sir
@DhirendraBhujel-b5b Ай бұрын
What is dummy activity
@CivilEngineeringExam Ай бұрын
imaginary activity for close the network
@francisonderi-l4i Ай бұрын
I thought the base slab should be designed for uplifting pressure since it is an underground tank.
@sushantpawar437 Ай бұрын
What we do to convert in cm/yr
@sushantpawar437 Ай бұрын
The e value is negative
@ismaelsefanya8538 Ай бұрын
Sn is wromg according to my table
@EswarArava Ай бұрын
Nenu comment chesinadaneeki answer chepakapothe me not a subcpibi
@EswarArava Ай бұрын
Calculate the bending moment at all salient point along the beam number of spans 4 4 clear distance between support 4000 mm effective depth of 350 mm gross depth 400 mm width of the beam 230 mm width of the support to 230 mm imposed lord not picture 8 km by m imposed load 12 km by m excluding self weight partical fixinty may be expected at the discontinuous edge design the beam for maximum bending moment also.USE m20 grade concrete and fe 415 grade steel Please explain this problem in diploma 4th sem in ddrcs
@purushottamdasmahant2698 Ай бұрын
Can you mention page number in comment and pin code 456:2000
@nspheadshot9419 Ай бұрын
IS 456:2000pg.no: 81,82,93,73
@EswarArava Ай бұрын
Please explain the ddrcs code books
@asimalharbi7907 Ай бұрын
Hello, I want to contact you. What is the method?
@dhananjoyroy375 Ай бұрын
Why Mu is taken in working stress method??. Your design is for base slab or top slab ??. misleading conception.
@raulikumari5813 Ай бұрын
Resection & orientation
@MuruganL-ds8rm Ай бұрын
10+6 + 27.25" =18.25 17' ????
@bhavnanigam6738 2 ай бұрын
Can u name the type of rubbish and garbage wastes
@Itspriyanshuthakur09 2 ай бұрын
Jb english communication nahi ata to Hind main he samjha deta
@mega_1511_ 2 ай бұрын
👀👀👀👀
@Rahelukumarakalva 2 ай бұрын
Bro Explain in English
@kapishmishra7715 2 ай бұрын
for concept it is cool. but the critical path is 1-3-4-5-6 is correct but time is 19.83 days .some addition mistakes i found out . Thank you for concept sir
@mohammadalishaikh243 2 ай бұрын
4:09 take a screenshot 😅
@anonymousme627 2 ай бұрын
Which book is this?
@abebagetaw6678 2 ай бұрын
Thank you
@user-07gojosensei 2 ай бұрын
Is your name Sir Anil