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I have watched it many times. I guess this is best video to get an idea about ULM.... "To learn the beauty of LSM you should know ULM"
good...keep going👏👏👏👏
Really nice 👍
Thank you, Well organized info
THANK YOU SIR, you are the best
where i can find your slides doctor and how?
They are not available for sharing, sorry.
Thanks sir
THANK YOU SIR .
Thanku so much sir
In LSM we r applying factor of safety to loads . So we must include in calculation na ?Fck/1.5 = 0.67fck0.67fck/1.5 = 0.45fck For actual load =0.45fck/1.5=0.3fckSo net FS =fck/0.3fck =3.33
Load factor of safety is different and material factor of safety is different.
@@DCBAonline tq sir
who said partial fos for concrete is 2.25 in lsm . its 1.5
1.5 is applied twice. So total fos is 2.25
At 11:04 mins in the video, strain in conc at fck should be 0.002 instead of 0.0035.
Its 0.0035 which is max strain allowed in concrete as per IS 456:2000
Pagal
Kya dikkat hai bhai aapko
I have watched it many times. I guess this is best video to get an idea about ULM.... "To learn the beauty of LSM you should know ULM"
good...keep going👏👏👏👏
Really nice 👍
Thank you, Well organized info
THANK YOU SIR, you are the best
where i can find your slides doctor and how?
They are not available for sharing, sorry.
Thanks sir
THANK YOU SIR .
Thanku so much sir
In LSM we r applying factor of safety to loads . So we must include in calculation na ?
Fck/1.5 = 0.67fck
0.67fck/1.5 = 0.45fck
For actual load =0.45fck/1.5=0.3fck
So net FS =fck/0.3fck =3.33
Load factor of safety is different and material factor of safety is different.
@@DCBAonline tq sir
who said partial fos for concrete is 2.25 in lsm . its 1.5
1.5 is applied twice. So total fos is 2.25
At 11:04 mins in the video, strain in conc at fck should be 0.002 instead of 0.0035.
Its 0.0035 which is max strain allowed in concrete as per IS 456:2000
Pagal
Kya dikkat hai bhai aapko