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Short wall design not needed

During design of wall thickness Gravity load is not considered??

Dr. Saleema Panda Ma'am, I have a few doubts regarding the design presented in the video. BM you considered for design of vertical walls and main reinforcement placement. You have idealized the vertical walls to be a propped cantilever, right and calculated the BM also using same idealizations. Then the main reinforcements should also be in vertical direction rather than in horizontal direction.

hi, in this septic tank you have not provided projection at the base slab as shown in the video of design of water tank. also, when the tank depth is more than the length it does not behave as retaining wall then how to analyze the tank.

Ma can upload a video of rcc water tank with 5000 capacity litres 3m above the ground

Please can someone explain how -22.84 is gotten i will be grateful🙏

Fe415 bending tensile stress 230..but you take it 130..why??

Good explanation

Is the notes/pdf of this design example can be available

The stirrups in confining zone you have calculated have nothing to do with the shear force in column...how

Thankyou Miss Saleema, I have been looking for this for the past 7 days and got nothing beneficial, but your video is great❤

What is use of clause 6.3.4. please explain also.

the best Doctor ever thanks for your guidance

Why in the minimum reinforcement of cracks fy multiply into 0.87 madam

13:03 fs calculated is 118.53, why is it became 114.16 during substitution?

Upward force calculations not explained. Weight of base slab not explained fully

is the design for pretensioned and post tensioned the same ? if not what is the difference

Excellent 🙌

👍

At 2:12 2.65+.15 should be 2.8m, not 2.68. Thanks for the effort. Also, I was curious why u have used 2.8 for max bending moment calculation 9:18 , and then 2.68 for the weight of the walls 15:24 and weight of the soil projection 16:05 .

Are you girl or boy ....I confused 😢😊😅

Nicely explained

Nicely done ✅

And procedure of your writing any where is also difficult to understand it is actually as per 13920 or is 456

I grief to say you that explain the procedure first and execute the answer next what u performing is much difficult to understand

Nice explanation madam

🙏🙏🙏🙏

hindi bolna ata h kya

mam kuch samaj nhi aya. bas bass uppar upaar bataya. jara details me batao

Mam in exam i should solve by only one case na ? The maximum one. In textbook it is solved by all cases , it becomes too lengthy

Hello mam can you please explain the stability index as per IS 456. Please reply.

Jis bhi engineer ne ye design banaya h.. us murkh ko bolo khade ho ke bnwa le oht.... . Murkh engineer bottom dome top dome circular wall.... Chup chap slab dena tha aur square shape hona tha oht

Good

what was the loading on the example 3?

Me watching this video at 3am!! I m gonna solve this problem today in the examination!!!!!!! Thank you sir!!! U made it so easy for me!!! ⭐

Very nice explanation thanks

thank u Dr

Very nice explanation 👌👌👌👌

Thank you really helpful for me to understand easily

Where can we found standard freysinnet calbles and their stresses

Thank you ma'am highly helpful IGIT ,2019 graduate and currently M.E at BITS ,Pilani(Structural).Draft of IS13920 is not so clear wish you can take up those problems.

why net +ve moment is calculating by 138.82/2. it is 171.5 - 138.82 = 32.68 KN.

Why should we take 369 kN-m ??

I need a help regarding my mtech project. How can I contact you

Hii

Your voice is so ❤ lovely

thank you for your effort mam, but your voice is not clear, and not clear explanation given in some points.

was going to leave this method for my exam but it is free marks after watching this video thank you doc

Hi! can you please share the document of the youtube instruction. Thank you