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How to determine Modification factor as per IS:456-2000 ?
Рет қаралды 32,232
4 жыл бұрынModification factor value is used to check the deflection of slab or beam.
In this video how to calculate modification value from figure no 4, from IS:456-2000.
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@minhazmeher6786 3 жыл бұрын
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
@gaurav522chd 4 жыл бұрын
Kindly never stop uploading these videos. Your way of teaching is best.
@nikhilteja434 2 ай бұрын
can you use linear interpolation when the graph is not linear?
@skg00786 4 жыл бұрын
Maim please clear about how to calculate reinforcement in tension and compression zone from modifications factors. Plz
@keziasukeerthi3680 4 жыл бұрын
Mam, how to find the value when Pt=0.42% & fs=142
@minhazmeher6786 3 жыл бұрын
Very well explain ..
@she_The_little_Dua Ай бұрын
What will we do if fs more than 290
@gixerriders3151 4 жыл бұрын
Dear madam also cover DSS subject where design of industrial roof truss section assume CHS, RHS, SHS or ANGLES
@VICKYKUMAR-ln8fz 3 жыл бұрын
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
@bijaydumaru1506 3 жыл бұрын
what if fs is less than 120 N/mm2
@mansoorali.k.s.9721 2 жыл бұрын
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 Ай бұрын
0.133fckbd^2
@peternell8766 3 жыл бұрын
what happened when modification factor is greater than 2
@mohdfuzelansari5115 4 жыл бұрын
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 4 жыл бұрын
Mujhe bhi btao plz
@omkargujar9462 3 жыл бұрын
Thank you mam
@Rimjhimvideo 2 жыл бұрын
Thanks maim
@kumz5164 3 жыл бұрын
SP 16 table 3 can be used to find pt
@RajSharma-py4uv 3 жыл бұрын
why is dead load not considered??
@mohammedsajid3284 3 жыл бұрын
👌👌
@asg4374 4 жыл бұрын
in this beam we use 3@ 20mm bar only??
@shivam1639 2 жыл бұрын
Not necessary
@jaybadoni8084 2 ай бұрын
Use 12 mm bar
@skg00786 4 жыл бұрын
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 4 жыл бұрын
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 4 жыл бұрын
@@cwillstructures thanks
@jaybadoni8084 2 ай бұрын
Bhai majdoor ko bhe pta hai ye baat 😂 chullu bhr paani mei doob mar
@asg4374 4 жыл бұрын
i am little bit confused regarding bars
@asg4374 4 жыл бұрын
i think 4 bars should be there
@koyyanaramesh6756 Жыл бұрын
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 Жыл бұрын
SORRY 50 Instead of 0.5
@bijaydumaru1506 3 жыл бұрын
mf=0.5 fs=100 how can we calcutate
@shyamalkumar4767 3 жыл бұрын
thank you very much, but who are you ?
@rehaanmomin2580 Ай бұрын
Fs is 344.4 Fy was 500
@digitalcornor2202 3 жыл бұрын
0.58 not point fivety eight.. Mam It's point five eight.. 0.58
@shrutzz2728 3 жыл бұрын
Span /(20xmf)
@Ydv_ManGo 3 жыл бұрын
I think this video is fully unexplained 👎👎👎
@shaikakbar638 2 жыл бұрын
Thank u ma'am
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