Комментарии:
thank you very much
ОтветитьVery good and I am a civil engineering student and I learned a lot from it
Ответитьsuperb sir
ОтветитьHello boss am from Uganda u doing amazing job thank u
ОтветитьThank you very much !!!!
ОтветитьSupper sir
ОтветитьSir 2 number poit I didn't understand
ОтветитьHlo
ОтветитьO Khan to agr Urdu Bol lata to bot acha Hota 😂
Ответитьthank you.
ОтветитьWhat is is the concrete mix ratio for a water proof roof slab and its recommended minimum thickness for a span of 4.6m x 4.5 slab.
Ответитьfor the number of stirrups in your formula 6m/0,3m = 20 stirrups. you missed out to Plus One. making it 21 stirrups.
Ответитьasalamalei kum.
ОтветитьSir your vedio was good but Iam a common man, I wasn't able to understand what you meant by hooks angle , is it the angle of stell rod used in the column where it reaches the top of the bed or mat. I also didn't understand the development length and where you were applying it.All the rest was crystal clear.
ОтветитьGreat 👍
ОтветитьThank for this interresting video. But at the end of the video , we should have Ld=16D=16*1.6
ОтветитьCan columns be Creek after base casting?
ОтветитьSir distribution bars should be placed on longer direction
ОтветитьGreetings sir. Can you give us the size and reinforcement of column carring a steel roof spanning 60metr width and 100metr length. We appreciate your lectures
Ответить❤ thanks sir, for mentoring my brain.
ОтветитьIf It is 2 then it is two way or one way.
ОтветитьYour videos are very educative & useful. Thanks.
ОтветитьNice 👍
ОтветитьGood job God bless you for giving this expensive knowledge for free
ОтветитьGreat
ОтветитьBoda santhosh kumar goal civil engineering 💗💗💗👍👍👍👌👌
Ответитьthere is not such a word to thank you! you are amazing!!!!
ОтветитьHi Engineer,
I am a building contractor in Srilanka and i watch your videos regularly now.
Your lectures are extremely superb and very very useful to foster my knowledge in Buildings.
Thank you Sir.
Hope everyone will be fine ☺️
Ответитьthat was
so benifit thank u so much
masha allah most veluable vedio.
ОтветитьBending of hooks in stirrups you said 135° which is seemingly 35° instead. Please recheck.
Ответитьmarvelous
I like it sir
Apko kuchh nhi maulum
ОтветитьVery good and very nice bro
ОтветитьVery good explanation about column, beam and slab calculation. Tks for sharing.
ОтветитьKeep it up dear
Excellent 👍👍👍
A very nice lesson👍
ОтветитьVery nice sir , ur teaching skills amazing 😍 🇱🇰🇱🇰
ОтветитьWhere is the chairing on the bars? You leave them on the plywood?
ОтветитьMashAllah Good bless you
ОтветитьThanks a lot.Civil engineering in your blood.
ОтветитьGreaat videos.
Ответитьsir 6/25=0.24 not 2.4
ОтветитьFantastic!
ОтветитьThank you very much sir
Ответитьmy teacher
ОтветитьVery useful information thanks a lot
ОтветитьCan I build a G+2 house on a 3.54"x7.1" column in 31x40 ft site with 20 columns? I am using 6" solid bricks for ground floor.
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