Відео

Sir,Here, admixture using matter is not involved in ACI math example. Kindly give an example math and solutions of admixture using calculations Problems in ACI mix Design.

Is code 2019 ke according hi kya

Thoda calculation samjha dijiye 1.Specific gravity of cement with respect to kerosene? 2. Specific gravity of kerosene with respect to water? 3. Specific gravity of cement with respect to water? Aap to 1st &2nd wala bola hai 3rd ?

In %of reinforcement at ast 524/2

Sir minimum Reinforcement should be 0.12℅ bcoz u have used Fe415 HYSD bar

Sir can u explain me from where we get value of phi

Ye kya marathon hai 😂

I recommend you not to watch this video if you are watching just before exam bcoz you will get confused instead watch engineer ki pathsala (it is lengthy ) but you will understand everything But this lecture was also good.

16) a) Design a concrete mix by BIS method with the following data : i. Characteristics compressive strength = 35N/mm2 ii. Maximum size of aggregate = 20mm (angular) iii. Fine aggregates confirm to grading zone II iv. Workability = 75mm slump v. Degree of quality control = Good, vi. Type of exposure = Mild (Plain Concrete) vii. Specific gravity of cement = 3.14 viii. Specific gravity of fine aggregate = 2.58 ix. Water absorption (i) Coarse aggregate = 1.9% (ii) Fine aggregate x. Water cement ratio = 0.48 Assume any other data if necessary. Also calculate the quantity of cement, sand, coarse aggregate and water required per cubic metre of concrete.

The word" teacher" meaning define by ur teaching style and explanation & thanks fram JADAVPUR UNIVERSITY.....😍

Dada Two way slab design ka video provide kegiye....

Nice explanation,but i cant understand sir how you can get the area of steel Ast please reply back

Tq sir

Noobri😂😂😂😂

Sir why for deflection check you have not multiply 1.3 as slab is in confinement?

Super sir

nice 👍

For slab design the basic value is on the page 39.

Design the concrete mix for the following data: characteristic compressive strength = 35MPa, maximum size of aggregate =20mm (angular), Degree of workability = 0.9 CF, Degree of quality control = good and type of exposure = severe. Water absorption by CA = 1% and moisture content in FA=1.5%.Assume any suitable missing data.

Simply support q liya

Thankyou sir bohot ache se explain kara apne

From where the clear cover value came sir ?

Slab Ka area of rf 0.12 % of cross sectional area hota h

Dead load and live loads have different unit,then how can they be added? One is in n\m and other is in n\mm^2

Thank you soo much sir...., 💗

Good

Worst cam quality with good explanation

Good project

Jay Dwarkadhish

Very nice 👌

When ur teaching is passion and not a work ! Loved ur explanation ❤️

good

Looks like the bridge is ready in all respects to be opened to traffic, any idea when it is likely to happen..

thankyou

Thank you

It was good explanation 😊

Very beautiful explanation to understand how to do experiments.......simple and clear ThanQ sir

why the b is taken as 1000 here

Clear cover values?

Hello Sir, In check for deflection the value of actual deflection is 29.41 and permisible value is 29 then it is safe or not ?

Sir two way slab ka upload karo na

💯👍👍👍

Very good video Okha to bet Dwarka thank you very much

जय द्वारकाधीश, जय मोदी जी

Modification factor 1.55 how isn't it 1.35, Can u make me clear Pls ....

How Much Time Will be Taken For Completion of The Project??

Tq sir😊👍

sir slab ko t clear cover 15 hunxa niii

Thank you sir ❤️

When project will completed