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Dear sir where are the other units videos?plz upload it

Thank you sir for completing the lecture

What is the value of phi that use to calculate steel ratio to got steel ratio = 0.007

Thanks for the second part Sir

Amazing... waiting for the initial parts also

جزاك الله خير الجزاء

Can you show reinforcement placing in slabs like shown in slab reinforcement drawing

Can I know how you get 1.667 please ?

I trying to steel bridges in my community

Highly educative

did you consider snow and wind loadon tiop of the wall?

Thanks Sir

Pls which textbook did you use for bridge design

can you please tell me how to assign moving load in mass source ?

how about one way shear at face of column ?

Thickness calculations are missing

Which book sir?

Sir ji yo slide ka link vejo na

Very well explained. Thank you for sharing. Sharing a link to a recent time-lapse girder install on the Portal North (Rail) Bridge over the Hackensack River in New Jersey on the Northeast Corridor. th-cam.com/video/zhNaljiWqEI/w-d-xo.html

Hi how can we assign the number of tendons in the section?

Aoa. I wanted to ask how did we get 9.5 in weight of one step formula. We were not given the diagram of the section in our exam, so can you tell me the reason we are taking 9.5, if we are not provided with the section diagram.

Great work sir

What is the diff between Asf and As in case of true T beam. Sir kindly may you tel us that.

Sir please provide your notes or easy book, I am confused about it

Sir please provide your notes or easy book, I am confused about it

Ager apka lecture urdu Speaking hu to Umeed hai view or log Zayda Dhekingy

Awesome video

Things are much clear now

So simple to understand in this way

Indeed a great help for engineers

No one touched this topic Sir.. Thanks alot

Ma sha Allah sir ji❤

Sir online training denge kya bridge pr?

Dr Qaisar Ali

Highly recommended ❤ "This channel is a hidden gem for anyone interested in structure design engineering, The comprehensive guide to various bridge types is incredibly well-executed."

I'm very ashamed to admit that I've just finished a retaining wall project, and unfortunately, none of these steps were followed. The councilor, mayor, governor, and congressman all took their share from the project budget. As a result, we had to work wonders with whatever funds remained at our disposal.

Awesome Work

Awesome Explanation Sir

Best of luck and keep the good work up

Keep it up SIr, We learn a lot from your videos

Great Initiative Sir and very well explained... waiting for next video

Doing great work, Keep it up!

Hi , thank you master, i want to define UHPC CONCRETE in sap2000 but sap cant define two lines stress starin with user define but i define two material for confined and uncinfined materials ... i expect uhpc will be a better one but in pushover curve have a stonger nonlinear but un nonlinear ductility in reaction hinges have low ductility ... can you help me?? I can send email of these comparisson but i dont have any email address

Can i get for free to the aplication

Can i get free for aplication 😅

EXCELLENT VIDEO, WELL DONE!

Pleas share pdf of Nilson book

I am just trying to find out why so many concrete freeway overpasses in my area have almost 2 feet wide gaps in between sections of pier caps, running vertically through the girder and deck locations?

Done..... copiedtont and took SS

please shear contact number