How to determine Modification factor as per IS:456-2000 ?

[@gaurav522chd]

Kindly never stop uploading these videos. Your way of teaching is best.

[@minhazmeher6786]

No one you tube r cover modifications factor everyone cover just besic knowledge how to do project site check or working on .. i am seeing only one . Thanks

[@nikhilteja434]

can you use linear interpolation when the graph is not linear?

[@VICKYKUMAR-ln8fz]

Mam in this question where you find the value of moment which are not a ultimate or factored moment so I think that it is multiplied by 1.5

[@peternell8766]

what happened when modification factor is greater than 2

[@skg00786]

Maim please clear about how to calculate reinforcement in tension and compression zone from modifications factors. Plz

[@mansoorali.k.s.9721]

In designing of slab ,for simply supported and continueous slab we multiple for fe 250 and for fe 415 with 0.8 but what is the value of grade fe 500?

[@rehaanmomin2580]

0.133fckbd^2

[@bijaydumaru1506]

what if fs is less than 120 N/mm2

[@she_The_little_Dua]

What will we do if fs more than 290

[@gixerriders1993]

Dear madam
also cover DSS subject where design of industrial roof truss section assume CHS, RHS, SHS or ANGLES

[@mohdfuzelansari5115]

What would b the procedure if we go through Mf with the help of Asc.. I mean this Mf comes as a result of relating Ast (in tension) and Fs in graph.. so how can we find Mf for compression reinforcement.

[@skg00786]

Mujhe bhi btao plz

[@surajitchanda5993]

Thank🌹 you 💖💖mam💖💖

[@kumz5164]

SP 16 table 3 can be used to find pt

[@keziasukeerthi3680]

Mam, how to find the value when Pt=0.42% & fs=142

[@RajSharma-py4uv]

why is dead load not considered??

[@minhazmeher6786]

Very well explain ..

[@skg00786]

Dear maim thank u so much. During my b.tech I bunked my rcc class and now I am learning.
Maim plz tell me why you provided only 20 mm bar why not 18.or15mm dia.

[@cwillstructures]

Bcoz we don't have 15 or 18.5mm diameter of bars.
In India, there are some specific bar diameter we have 8,12,16,20,22,25,30,32mm
Thank u so much.

[@skg00786]

@@cwillstructures thanks

[@jaybadoni8084]

Bhai majdoor ko bhe pta hai ye baat 😂 chullu bhr paani mei doob mar

[@koyyanaramesh6756]

please re verify PT formula ( its having 0.5 instead of 50 and also another one is end of the formula we should multiply with BXD

[@koyyanaramesh6756]

SORRY 50 Instead of 0.5

[@asg4374]

in this beam we use 3@ 20mm bar only??

[@shivam1639]

Not necessary

[@jaybadoni8084]

Use 12 mm bar

[@shaikakbar638]

Thank u ma'am

[@asg4374]

i am little bit confused regarding bars

[@Rimjhimvideo]

Thanks maim

[@asg4374]

i think 4 bars should be there

[@omkargujar28999]

Thank you mam

[@bijaydumaru1506]

mf=0.5 fs=100 how can we calcutate

[@shyamalkumar4767]

thank you very much, but who are you ?

[@rehaanmomin2580]

Fs is 344.4
Fy was 500

[@mohammedsajid3284]

👌👌

[@digitalcornor2202]

0.58 not point fivety eight.. Mam
It's point five eight.. 0.58

[@shrutzz2728]

Span /(20xmf)

[@Ydv_ManGo]

I think this video is fully unexplained 👎👎👎