Speed Asy pakrai hui Hai jasy kutta laga Hua Hai pechy
@KPNagaraju36311 күн бұрын
Video clear nahi hai
@mohammadadeeb220713 күн бұрын
Is video ne mje chakra k Rakh dia
@mohammadadeeb220718 күн бұрын
Ma sha Allah
@mohammadadeeb220718 күн бұрын
Ma sha Allah
@sudarshannikam524318 күн бұрын
Thanks sir, Can we apply gradient to any single side of rectangle , Meas three sides having vertical cutting and remaining side having sloped cutting. How to manage this?
@mohammadadeeb220726 күн бұрын
Ma sha Allah
@altafKhan-fy1buАй бұрын
Great
@sudarshannikam5243Ай бұрын
Thanks sir , Which point decides the RL of station point which is calculated after RESECTION completed ? Pt1 or Pt2 , After once resection has been completed then it shows difference of Easting , Northing and Elevation . Has this difference is compared to 1 ST pt or 2nd pt?
@zahidmahmoodkhan6300Ай бұрын
mashallah bhai very nice aik sawal hey app sey agar hamarey pass utm waley coordinates na hon tu ham kesey google per coordinates past karen gey jesey key E 20537.135 N 38647.633 KYON KEY GOOGLE PER TO E 20.537135 N 38.647633 HEY APNEY COORDINTES KO UTM M KESEY CONVERT KAR SAKTEY HEN
@mohammadadeeb2207Ай бұрын
Ma sha Allah zabardaat sir
@Islamicvideos-ns6zrАй бұрын
❤❤❤❤
@GaneshanDevarАй бұрын
Dhire dhire bolna konsi buton kisliye tabana.isha bol na samja naki
@GaneshanDevarАй бұрын
Your reaching is waste
@manoharsingh6421Ай бұрын
very good explanation sir, my issue how to set 500m chainage length in a3 page in profile. please make one video on it.
@Ikram-x2i5z2 ай бұрын
Great
@chnasir90712 ай бұрын
Sir how to find chainage of 0 % cross slope in super elevation
@niteshkumar-hx5nz2 ай бұрын
Sir ji second video upload kijiye
@ramkrishnasarkar39353 ай бұрын
Ek point se dusre point tak distance kaise nikala? O to nahin bataya
@shahidabbas21443 ай бұрын
grate work sir
@Muhammadusman-e5t6u3 ай бұрын
Sir ya equilateral triangle ha is ka area under root 3 by 4 A ka square sy find krna kasa ha
@aneeshpararan13 ай бұрын
Very useful bro, thanks a lot. Nice and detailed information. Good job.
@arifakhtar68874 ай бұрын
Explain
@arifakhtar68874 ай бұрын
Sir is mai 3_2 kia hai formule mai
@farooqkhaksar58174 ай бұрын
Salam sir g Sir Mera sawal ye Hain k app lanes or shoulder k advance parameter may Jo value dalty Hain like slope or width or pave 1 and pave 2 etc ye app kis base pi ye value dalty hai.
@hasali44384 ай бұрын
Sir aap ka nomber batain
@muhammadshahzad-uw9dm4 ай бұрын
Sir send me Whatsapp number
@MianAneeb-sh5tu4 ай бұрын
Sir Trimble gps ka Sath skew Kaisa lagya please sir
@akhyakhan80845 ай бұрын
Sir if put in increments 3.280ft or 1•000 m then? And also put in line distance from start point to required point.
@masim1295 ай бұрын
Sir. Civil 3 min drawing ko align or scale Krna video please banny. Thank
@ijazawan85495 ай бұрын
How many coordinates can you put in this machine?
@akhyakhan80845 ай бұрын
Great teaching methods ❤❤❤❤❤❤❤❤❤❤❤❤
@SaksitPHANPHILA6 ай бұрын
I'm from laos PDR
@SaksitPHANPHILA6 ай бұрын
Hi sir
@PashtooQuranTranlation6 ай бұрын
How convert bearing to angle
@MrRennybenny736 ай бұрын
Why is everything written in English, but the spoken language doesn't match?
@keyable6 ай бұрын
I could never understad, why titles are in English and video in different language :/
@jonarleones32746 ай бұрын
do you have another link?
@KhanKhan-pf1zl6 ай бұрын
❤❤❤❤❤
@apurba5006 ай бұрын
Thank you, You have created a very useful video
@mirzahaseeb63276 ай бұрын
سلام علیکم Kia TDL600 may dring kr skty hay??
@ShIqbal-o3b7 ай бұрын
Nice sir
@MrAliofficial007 ай бұрын
Sir ap Ka nmber mil sakta h
@muhammadikram4817 ай бұрын
Mashallah good job ❤
@muhammadikram4817 ай бұрын
Good job ❤
@Civil3D-Lahore7 ай бұрын
10 Marla... Size = 35'-0" X 65'-0" NSL mean Elevation= 2.60 Excavations Elevation= -1.5 Vertical depth calculation... 2.60 - (-1.5) 2.60 + 1.5 4.10 Meter depth ... Qty = are of plot X depth Qty = (35*65) X 4.10 Qty = (2275 ) X 4.10 Qty = 9327 . 5 CFT ... Qty = 9327.5 CFT ... Natural soil convert to loose soil ... 9327*1.25 = 11,659 CFT One trully qty = 470 CFT Number of trully ... 11,659 / 470 = 24.80 24.80 trully..we azoom 25 truly.. One trully rate = 17000 RS.. Cost = number of trully X rate Cost = 25 X 17000 Cost = 4,2500 rupees ...