Analysis of Prestressed Concrete I - Section Beam || Stress Concept || Detailed Explanation ||

[@conceptholic2898]

The bottom flange width is 100 mm . I bymistakenly wrote 300 mm. Sorry for that , but the final answers are all correct.

[@swarajh6084]

Thank you soooooo much sir ❤❤❤

[@padmininayak5776]

Thank you so much sir ..... Sir your lecture very helpful for me

[@shashanksingh9976]

Nicely explained 👌

[@conceptholic2898]

Thank you. Do subscribe for more videos.

[@Adurigrp2111]

Tq sir 😊 good explanation

[@conceptholic2898]

Welcome. Do subscribe for more videos

[@prashantgawali6562]

Thank you sir ❤️

[@saifuddin7154]

time stamp 24:55 Live load calculation you took 3.10 instead of 4.85

[@anilsuryatale7458]

Both the flange are the same.

[@guruprasadm7359]

guru nin VTU na odidhu sakath agi haelidiya ?

[@pranjalohol2291]

Thank you Sir👍

[@conceptholic2898]

Most Welcome.

[@nandkishor1538]

##Thank u so much sir👍🙏

[@conceptholic2898]

Thank you. Do subscribe for more videos.

[@nandkishor1538]

Now ,u'll uploads new leacture related to load balancing method.

[@Ajay_ojha872]

Seating pipe why prove in curvature form???

[@avanijadhao9902]

Live load Diya hi nhi to live load कैसे निकले ge

[@IndrajitNalawade]

Sir,Your video have so many silly mistake such as overall depth taken to calculate the Ytop and AY bottom for top flange

[@smyt110]

Bro, bottom flange was 100 mm! But perhaps calculation is right

[@conceptholic2898]

Actually the answers are right. I by mistakenly wrote 300 instead of 100. Sorry for that. Otherwise values are correct, you can check.

[@smyt110]

Yeah, calculation is correct

[@prashanthkumar5070]

this is what I asked

[@romanmia8235]

Design the prestressed beam using elastic design method shown in fig.1 using provided data. Length of the beam = 100 ft Self-weight = 0.68 k/ft Superimposed dead load = 0.7 k/ft Live load = 2 k/ft Steel area = 6 in2 Effective prestress = 135 ksi