Very interesting . My own job involves the alignment of long (30 mts +) textile machinery where we look for accuracy of + - .004 " for bearing seatings. Anyone else involved in similar work and what methods they use ?
something is seriously wrong here . you changed the location of auto level 3 times and it would change the height of instrument so how can u then compare all these level together???
+Har Oon when you move the instrument you take a back sight to the peg you already surveyed, now subtract the two readings and you have the difference n height when the instrument was moved
When I first found this I was so excited. But the deeper i go the more contradictions I read about in the comment. Now, you don’t reply to comments and the reason is evidently not because they are many. It would be helpful if you replied to the contradictions and justified yourselves. You could name which method (source of method by name even) you are using and why. Even just appreciating the feedback would be better. Now I have trust issues cause I’m not sure you’re authentic.
Please continue lessons.
They are very vital our beginner engineers
That why i love building and construction
very informative,,,great work
Wtf this dudes wavin the rod like its damn metallica concert. Hesus.
thnx for sharing tht much knowledge . keep it up
Could you explain me how can we find point A, B so on from our machine, pleas?
Very interesting . My own job involves the alignment of long (30 mts +) textile machinery where we look for accuracy of + - .004 " for bearing seatings. Anyone else involved in similar work and what methods they use ?
Very nice one
On the short level run video, the error of closure was
a.
0.002 m
b.
4.502 m
c.
4.500m
d.
-0.002m
I need this answer
How far in meters from each point
Very interesting, but I can't see class room calc.
i'm here to listen to learn or music
something is seriously wrong here . you changed the location of auto level 3 times and it would change the height of instrument so how can u then compare all these level together???
+Har Oon when you move the instrument you take a back sight to the peg you already surveyed, now subtract the two readings and you have the difference n height when the instrument was moved
thnks bro
I find this really confusing. Why is Dave moving around to get the readings? Why hasn't the Booking Run sheet been discussed?
No explanation how you did
When I first found this I was so excited. But the deeper i go the more contradictions I read about in the comment. Now, you don’t reply to comments and the reason is evidently not because they are many. It would be helpful if you replied to the contradictions and justified yourselves. You could name which method (source of method by name even) you are using and why. Even just appreciating the feedback would be better. Now I have trust issues cause I’m not sure you’re authentic.