Sir, Good Presentation and in lucid language. Free deflected shape and distance of Point of contra flexure calculated , if shown will be of great help. Appreciated . Thank You.
2. A continuous beam with simple supports has two span each of 8 m. from center to center of supports. The characteristic dead load is 25 kN/m and characteristic live load is 30 kN/m. Design the critical section of the beam and sketch the details of reinforcement using the limit state method. Characteristic strength of concrete a 20 N/mm² = characteristic strength of steel 415 mm. Sketch the details in the continuous beam.
Thank you for making a difficult subject easy to understand
Osam sir and right way to teaching.
Thank you so much 🥰
Sir, Good Presentation and in lucid language.
Free deflected shape and distance of Point of contra flexure calculated , if shown will be of great help.
Appreciated . Thank You.
Good teaching sir 🎉👍👍 please upload more video of over hanging
Thank you man! You are so helpful!
Amazing explain
Thanks for study
2. A continuous beam with simple supports has two span each of 8 m. from center to center of supports. The characteristic dead load is 25 kN/m and characteristic live load is 30 kN/m. Design the critical section of the beam and sketch the details of reinforcement using the limit state method. Characteristic strength of concrete a 20 N/mm² = characteristic strength of steel 415 mm. Sketch the details in the continuous beam.
Kiska question hai diploma
Khurpe sir 🤩🤩 I'm very happy to see you on youtube platform
Thank You Sonali.... 🙂
Thanks sir waoww ur explanation is very good
Best presentation 👍
Great to see you !!!!
Thank You Sir.... ☺️
Thank You Very Much
Sir hindi & English both mix krke padhao plzz .aap pure English m padha rehe ho
Very well explained, thankyou 😊
Would the methods for solving be the same if the supports are Rollers?
TNX sir bahot achhe tarh se samaj aya sir apaki coching hai kya sir
Yes..
Sir what is shortcut formula for non central point load sir
Very good explanation sir 🔥🔥
sir Good presentation get more video
Hamari clg me professor bhi ese hi padhate they
Thank u v. much Sir!
I would prefer if explain purely in English for us watching from different places
Why it's wlcube
Hi,how do you find their reactions
On clapeyron theorem pls simplify for me point load which is not centrally place. The way you have simplify point which is centrally place
Good explanation
Can You help me in one excersice?
wow
as simple as that
Shortcut Formula for unequal distance point load
Same doubt 🧐
Please Give All ShortCut Formula
Udl moment final diagram me galat hai .....
Enk hindi onm areela but mansil ay🌝
Thanku sir
Bohot achaa samjhaye thanks bhaiyaa
Final bmd me point load wala bm change Hoga.... Kya achche se samjaye
Best
💕
Esme to aapne support reaction nikala he nhi
Try using English kindly
Well
8110 pls
Too much hindu
🎉😅
Use English
use english nanii