I think you have calculated area of triangle wrong.Sum of area of two triangles = Sd2. For station at 0 , d = 0.6 . slope = 2:1 therefore base of triangle = 0.6 * 2 = 1.2. therefore area of sides = Sd2 = 1.2 * .6 * .6 = .432
Sorry, Sir I think the area of triangles both sides are wrong. We must apply the ratio 2:1 side slopes first then compute using the formula of triangle A= 1/2 bh..
Dear Sir, thank you for uploading this video. how can we decide 30m interval between the stations? why not this shall be 20m or 40m and is there any standard method of measurement explains it? Kindly expecting your response for my knowledge. Thanks in advance.
Thank you for watching. Interval maybe different, does not matter. It can also be 5m, 8m etc. but mostly 20 and 30 meters are taken for horizontal portions and less values like 5m , 7m etc are taken for curve portions
@@Sulimankhanacademy Thank you for your quick response and I appreciate it. Actually I'm in search of standard method of measurements for the infrastructure works. The CESSM 3 and CESSM 4 generally recommending to take the filling by measuring the volume of trucks and which is not able to execute effectively for highway projects. Please share if you have any standard method of measurements for highways and bridges. Thank you
In this video these depths are given already. If you need to calculate depths by your self. You will have to subtract NSL from FRL. For which you can watch my another video titled by cut and fill calculation by mean area method
How about a combination of cut and fill with trench on the side of cut? Can we still used the mean area method in which the area is an irregular shape?
Amulya Rajbhar hi this is a good question. remember the example is for an embankment and an embankment is always in filling . there was no need for cutting. however if you have some depths in negative value that mean the FRL is below the NSL so you will face cutting. if you do not understand i am making another video on cut and fill you will understand there.... ok
Remember volume is area*distance, and distance at RD zero is zero so when you multiply zero with area the result is zero. So no need to calculate it as its zero
Hello sir, we have software to calculate earthwork quantity within 2 min both cutting and filling, cross section and l section contact me 8553551153 watsapp
i think something going wrong here ???? because we have for example depth 0.6 and width 10 m, now we need average width for road ,,,slop 2:1 means every 1 meter horizental have 2 meter vertical 0.6 ./2=0.3 average wid for road=10+10.6/2=10.3 total area =10.3 . 0.6=6.18 what do you think about this method ...please can you answer me because i am in dout now
Protin Rabha afcoarse you can calculate mean depth when you need to use mean depth method . the lecture was about the mean area method so for mean area we do not need mean depth
![Estimate of Earthwork for Roads [Year 4]](http://i.ytimg.com/vi/mJH3_ewE6rY/mqdefault.jpg)
Thank u sir 😘
I was stucked in this for 15 minutes and decides to search online and u helped me alot
Happy to help
Same here
Thank you sir, my question is about that, what do we record in the cut column?
Dear Concern,
Thank u so much its good method
sir in above example you explained only filling model example so sir please explain another example which contains both cutting and filling model sum
Hello sir, we have software to calculate earthwork quantity within 2 min both cutting and filling, contact me 8553551153 watsapp
exactly, but ur viewer and fans demand about tuts related design...there is no one to guide on internet..only u ....long live
ejazkhan. sagar
yeah. thanks dear. i will try to bring best as possible.
SL Khan sir plz mostly focus on design
Really cool mathod👍👍👍
Glad you liked it
Very nice video it can help us
Glad to hear that
I think you have calculated area of triangle wrong.Sum of area of two triangles = Sd2. For station at 0 , d = 0.6 . slope = 2:1 therefore base of triangle = 0.6 * 2 = 1.2. therefore area of sides = Sd2 = 1.2 * .6 * .6 = .432
Great work... excellent.... 👍👍👍
thank you dear.... welcome to sl khan
Thanks you🙏🙏🙏🙏
Interesting! I've learned something... Thanks
Good video ❤
Sorry, Sir I think the area of triangles both sides are wrong. We must apply the ratio 2:1 side slopes first then compute using the formula of triangle A= 1/2 bh..
Dear Sir, thank you for uploading this video. how can we decide 30m interval between the stations? why not this shall be 20m or 40m and is there any standard method of measurement explains it? Kindly expecting your response for my knowledge. Thanks in advance.
Thank you for watching. Interval maybe different, does not matter. It can also be 5m, 8m etc. but mostly 20 and 30 meters are taken for horizontal portions and less values like 5m , 7m etc are taken for curve portions
@@Sulimankhanacademy Thank you for your quick response and I appreciate it. Actually I'm in search of standard method of measurements for the infrastructure works. The CESSM 3 and CESSM 4 generally recommending to take the filling by measuring the volume of trucks and which is not able to execute effectively for highway projects. Please share if you have any standard method of measurements for highways and bridges. Thank you
@@varshanme : every contractor has different standards depending on the situation. as its mentioned it doesnt matter on the intervals, very clear!!
Very nice explained sir 👌🏼
Thanks for liking
good job well done
Thank you ❤️💖
You are most welcome dear
Thousand of thanks for knowledge sharing.
Thank u so much for your valuable video. Sir
enjoy dear,.... thank you for watching
Wowwww..... excellent..
thank you dear....
nice video sir, my question is how can we show earth work in excavation for an open ground on a graph for a land measuring about 3500 sqm.
Very nice work.
Thank you dear
👍
Welcome
Nice video sir🙏
Enjoy dear ❤️
i love this method sir. thanks so much . best ever. But how do you get the depth, that is the interval 0.6 1.2,1.4 ?
In this video these depths are given already. If you need to calculate depths by your self. You will have to subtract NSL from FRL. For which you can watch my another video titled by cut and fill calculation by mean area method
ok thanks. But how do i get a direct link to all your videos please ?
I can not post the link in comment. Check the playlist of elementary quantity survey
You can also check my 1st post in community tab
ok sir, here is my e-mail --- aniekansundaye@gmail.com. just post the link for me thanks.
Good explanation
Thank u sir
You're most welcome
Thank you for subject Est is favourite subject OK
Dear sir
Please make a video of cost estimate of a pond of any length *breadth meter.earthwork of embakement and pond ,ramp etc all work 🙏
Thank you sir. This video is quite useful to me.
welcome dear. enjoy
thank you
Most welcome
Good job sir.
thank you dear. enjoy............
Thnku sir..
Most welcome
Very nice information
Enjoy dear
I am in Bangladesh. Thank you brother
Most welcome dear
Thanks a lot .it was outstanding
Hizbullah Prince
Welcome dear. enjoy
SL Khan my pleasure
How about a combination of cut and fill with trench on the side of cut? Can we still used the mean area method in which the area is an irregular shape?
Video is uploaded on this channel, you can watch to find answer to your question
When we use "cut" , you don't show it in this video ? Please Comment
Amulya Rajbhar
hi this is a good question.
remember the example is for an embankment and an embankment is always in filling . there was no need for cutting. however if you have some depths in negative value that mean the FRL is below the NSL so you will face cutting.
if you do not understand i am making another video on cut and fill you will understand there.... ok
Sir why do you not calculate the mean area and interval in 0 station
Remember volume is area*distance, and distance at RD zero is zero so when you multiply zero with area the result is zero. So no need to calculate it as its zero
Sir , please Discuss about formation level for road profiling.....☺☺☺☺☺
ok dear
Hello sir, we have software to calculate earthwork quantity within 2 min both cutting and filling, cross section and l section contact me 8553551153 watsapp
Thank you, this was very helpful
Glad it was helpful!
it is very nice tutorial
thank you dear .... enjoy and recommend to your friends
Which method is used mean area or mean depth method
both are used. mean depth is also uploaded
@@Sulimankhanacademy ok sir thanks sir it was very helpful for me
Welcome
Super explained
thank you dear...
Thanks for supporting
welcome dear.
for example the given slope ratio is 1:2, so what's the S is?
pls give me the definition of S
Useful bro.. thanks
welcome dear
Nic
thank you so much
thank you sir ji.
Ravi Mishra
most welcome dear
Which software do you use for preparing such lectures sir?
powerpoint
*civil engrs hit a like*
ok dear and thank you for joining me
Good job
Thanks u so much sir 🙂
Welcome dear
Assalamuaikum sir vvvv good thanks you sir jazakalah hu khair
w,salam
welcome dear, enjoy
In this vedio if cutting ratio also present how can solve
an other video is uploaded check that, that has cutting too.
Thanks for reminding me this method..
most welcome dear.
what you have used there is not mean area method bt it's end area method
sir... how to calculate depth or height by using gradient like downward 1in 150 on earthwork estimation
it simple. but i can not explain in comment i will bring new lecture soon. thanks
i think something going wrong here ???? because we have for example depth 0.6
and width 10 m, now we need average width for road ,,,slop 2:1 means every 1 meter horizental have 2 meter vertical
0.6 ./2=0.3
average wid for road=10+10.6/2=10.3
total area =10.3 . 0.6=6.18
what do you think about this method ...please can you answer me
because i am in dout now
dear the 10 meter width for road is the top width, which can not be changed, by the way why do you need average width ?
Thanks sir very helpful
most welcome dear
Sir please explain Reinforcement quantity take off for limited hight subway or Rub.
i will try soon. thank you for joining us
nice thanks
BHUSHAN BISWAS
welcome
How to find the cost of the cutted are of a mountain
If u known plz share ASAP with an example
Thanq sir
enjoy
Sir formation depth h to cutting and filling kese aayegi
jab depth minus mi ho to cutting awr jab plus ho to filling
Very Good Sir
thank you for joining us
What about cutting column??
thanks
Faizan Fazee
you are most welcome
Looks to me the compaction factor not considered in the mentioned total quantity of embankment material
Yes you are right.
Thankq sir
welcome.. thank you for subscribe
What if original ground level was not a flat level, in this video you explained with flat ground level
Hello rizwan. I have already explained this. Just watch another video in same playlist about cut and fill.
How to calculate the depth
Depth= FRL -NSL
super sir
thank you dear
sir plzzzz water bound mecadam ki quantity kaisa nikalA ga es per koi video banalo
Shah Fahad
we will try dear.
thanks sir iam waiting for ur response
R/sir please explain me sd2 ,bcz triangle area equal bd/2 thanks
Shouldn't we calculate mean depth as well?
Protin Rabha
afcoarse you can calculate mean depth when you need to use mean depth method . the lecture was about the mean area method so for mean area we do not need mean depth
@@Sulimankhanacademy sir make an vedio on cutting ...!!
if mean depth is not given then how we calculate it?
Nadeem Ali
mean depth= d1 +d2/2
can u draw a grafh with natural surface level and formation levl
Nadeem Ali
yes afcoarse
Than you,Super clarity in explanation in your video, How can I download this video.
using idm you can download
thank you very much
most welcome dear. enjoy out tuts
Sir g what Is the meaning of. L 2.90, B 0.15, D 0.375 ..please explain me please it's necessary to me
i did not see these in video? are you sure you watched these?
@@Sulimankhanacademy Actually I m having a contract work order sheet and This LBD is mentioned in that so want to know
Ok. So then
L: length
B: breadth
D: depth or height
Thank u sir
Welcome
How to find meean depth in meter
Add two areas and divide by 2
Depth of 1st sec + depth of 2nd sec divided by 2= mean depth. We use mean depth in mid section method
assalam o alaikum i want calculate quantity of an earthwork fo filling soil how should i do it ? what is the roll of Frl in that?
we will try to bring a video soon
bro bring it i really need it bcz much work is pwnding
thank you very mutch
welcome dear ,,, enjoy..
All institute with same portal
Same radio stations
thanks am in kenya
Welcome dear
Hello sir, we have software to calculate earthwork quantity within 2 min both cutting and filling, contact me 8553551153 watsapp
@@mohankumar-hj9xx which software bro?
How we take every intrval depth in site.
good question, for answer watch earth work by mean depth method in quantity survey playlist
assalam o alaikum can you please tell how reading is taken from staff by auto leveling
w.salam. yes i will make video soonnn
How to differ cutting and filling in embankment?
For this check another video in same playlist named as cut and fill calculation for road
thanks sir
Aman Ullah
most welcome dear
Numerical on mid sectional method...😊
already uploaded. check the channel in detail i hope you will find
excellent
welcome to SL KHAN's channel
Thnks for this sir
Suppose we have to draw a building plan in 1200sqft. How we can make a bedroom in 100sqft. area?
i can not make you understand in comment box
Ok, then what should be the suitable area for you?
SIR PLZ 2 WAY SLAB DESIGN AND FOOTING KAY VIDEO BANADO
will come in two weeks inshaa allah
actually these topics are so long to cover in one lecture. thats why i do not give time to concrete
sir plzz ye bta dain k end step mein filling mein q likha h is ki samajh nai aur urdu mein bataein......
we want how to measure footing Rcc &clumon steel with frame work if you have this video
snow Heart
check the channel videos about colume are available. footing will come soon
SL Khan okey inshallah iwill see because ur great teacher but imean measure this together
snow Heart
ohh yeah. then you will have to wait alot.....
SL Khan okey teacher I will eagerly wait for this lecture
Where can I find the source of this question?
Cost estimate by BN DuTTA
Salam sir xama question da dy ka xamung sara da 1 point coordinate v ao da 2 point bearing ao s-d v nu da 2 points elevation ba sanga malomao
superb work
thank you dear. enjoy.....
Hello sir
1 question h solve krna h
Earthwork ka h
Diploma ka plz solve...
But question send krne ka options nhi aarha h...
send me through mail....... description mi mira mail adress hi
اس کو چیک کرنے کا طریقہ ہے کیا ہمیں کیسے معلوم چلیے گا کے ہمارا کام ٹھیک ہے کہ نہیں
Thanks ❤🇧🇩
Welcome 💕💕