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Thanks!

Perfect👌 thanks very much

I do have a question regarding what you do if the overpass is existing and the sag is being designed to go under the overpass later. In this scenario, if the clearance calculated is smaller than AASHTO requirement, I understand that the designer would need to use the larger clearance as designated from AASHTO (or a state authority, etc). However, when using the larger clearance, the curve length will become smaller. If the curve length becomes excessively small (such as less than 100'), what should the designer do?

Big respect from the bottom of my heart fr thank you so much sir you are the only one explained and made a crystal clear video about this topic thank you very much again sir Keep it up

Ka1valuesis 2.47

Hi! May I ask if the following formulas are applicable also for porous asphalt mixtures?

If there are two layer of soil which is soil and clay. how we calculate the ultimate pile group capacity?

This question taken from the book soil mechanics by author gopal ranjan... Chapter 6- principle of effective stress example 6.1

I have question,,how to calculate maan ground of the above question

I dislike your way of teaching. Why are you making it complicated?

Great❤

How to start preparing for jkssb je civil from beginning as fresher??

How did you get v as 16.67

where can we find the table 11.7?

i got a question sir ! you said that since Vc(left) is in the opposite direction of Ra so : Vc Left = -Ra (in 4:57 ) then!!!! u said also since Vc and Ra got opposite direction so : Vc = Ra ( in 8:18 ) Why ???? I couldn't get this!!

Hello sir i would like to ask u please , and my question is in 6:22 why the left part of the red line is abouve the beam , because our teacher ( in my university ) told us that when it comes to the shear at a specific point the right part would be abouve the beam (positive) and the left one should be under the beam (negative) , could u explain that to me please !?

Thank you sir for clearing all my doubts 🙏

Unnecessarily complicated video

Super thanks to you sir

I've not understood the 7th station onwards

I have a question

Sir explain on board it's not ordering u sir we are requesting you 🙏

This was very helpful sir, thankyou so much

Thanks that was useful

Thank you so much...I have finally come to understand CU ...thank you so much 👍

Sir , thank you so much for the information, but can you teach me how to draw the curve for the relationship between speed and flow and density

thank you

Can you explain how the interpolation was done

Are you from Kashmir?

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👍

I need connect with you❤

you can also find the exact values of the percentiles using the interpolation formula.

specific gravity of natural sand varies time to time onsite then how do we mix design ? do I have to mix design each and every time ?

Thank you so much for the knowledge

Thank you sir,, but why didn't you include Fr, in the computation of Ay

Hi Pls help how much Cement, Sand and Aggregate is required for PCC to be done in 2000 Sq Ft with 4 Inches of PCC thickness.

I think you didnot use tables present in irc 37 2018 code book

Quite informative

Thanku😊

Absolutely good! Thank you Sir.

Thank you

I have an exam tomorrow , I spent 7hrs trying to understand this not until I watched this. Thanks ❤. Kindly solve another example on conjugate beam method

Thanks man, really helped me out before my exam

what if z = 1, and the result of b/z > 3, how to find the I with this chart?

thank you sir

More clear thank you!

شكرا

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