Muhammad Junaid
  • Male
  • Khanewal
  • Pakistan
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Muhammad Junaid's Associates

  • PSC Pakistan
  • Malik Abdur Rehman

Muhammad Junaid's Discussions

Traverse Along with New Road

Started this discussion. Last reply by William Robinson Jul 1, 2016. 9 Replies

Dear All,               I have to start New Traverse on a Road with Total Station, Sokkia CX 105. Two Perment Bench Marks already established at start point and other are after every 5 KM. Perment…Read more →

Tags: Traverse, Linked, Open, adjust, How

Casio FX 5800 P Traverse adjustment Program

Started this discussion. Last reply by Muhammad Junaid Nov 18, 2015. 3 Replies

Dear All,              I need traverse (Open, Closed,  Link) adjustment program for Casio fx 5800P, If any body can help me it will be highly appreciate able. Other program for this calculator will…Read more →

Tags: program, and, other, need, adjustment

Bachelor Degree in Survey Engeering

Started this discussion. Last reply by Paul Quagge Jun 7, 2015. 3 Replies

Dear All,              I am Land surveyor from Pakistan, I am working in construction field since 2003, My…Read more →

Tags: surveying, Pakistan, degree, education

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Muhammad Junaid's Profile

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Muhammad Junaid favorited Muhammad Junaid's profile
Feb 28
Muhammad Junaid favorited Muhammad Junaid's profile
Feb 28
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Feb 28
Darwesh khan favorited Muhammad Junaid's discussion Casio FX 5800 P Traverse adjustment Program
Feb 13
Muhammad Junaid's discussion was featured

How to get Profile Elevations from Negative Alignment Stations.

Dear Friends,                        How Can get Profile elevations. I have Negative Stations Alignment. Starts from -0.042 and end at 2+025.See More
Jan 12
Donald Demkovich replied to Muhammad Junaid's discussion How to get Profile Elevations from Negative Alignment Stations.
"It is difficult to read, but there is a character after "0+" in your Station Start column.  That is probably causing your problem.  I believe it should be entered as -0+00.042.  Generally, avoid this situation all together…"
Jan 5
Daniel J Bonenfant replied to Muhammad Junaid's discussion How to get Profile Elevations from Negative Alignment Stations.
"This should not be an issue. I've done negative stations many many times. The error message you see may not e related to your profile but may be an issue with your alignment. Try exporting to xml, deleting the alignment and reimport it. Make…"
Jan 5
⚡Survenator⌁ favorited Muhammad Junaid's discussion How to get Profile Elevations from Negative Alignment Stations.
Jan 4
ROB ROSA replied to Muhammad Junaid's discussion How to get Profile Elevations from Negative Alignment Stations.
"You should not have to change the stationing. If you require negative stationing, and sometimes you do, you should be able to set the alignment with the starting station as the negative and go from there. Other than that, you can calc it and then…"
Jan 4
Kevin D. Allen replied to Muhammad Junaid's discussion How to get Profile Elevations from Negative Alignment Stations.
"Change your stationing so its not negative.... This is basic... basic Civil CAD knowledge...."
Jan 4
Muhammad Junaid posted a discussion

How to get Profile Elevations from Negative Alignment Stations.

Dear Friends,                        How Can get Profile elevations. I have Negative Stations Alignment. Starts from -0.042 and end at 2+025.See More
Jan 1
Muhammad Junaid posted a status
"Dear Friends, I made a alignment and Profile with Negative stations but I can't get Profile Elevations. need help."
Jan 1

Profile Information

I am here because I am a.
Just a surveyor
Surveyor Bio:
I am Professional Surveyor.I have experience in K-Span Structures, Prefab Structures,Buildings,Highways,Sewer.My ongoing job is a highway project in Bagram Air Field Afghanistan.My company is Road & Building Construction Company.
Company
ANHAM - ICS SERKA (JV) Afghanistan
Location for Member Map
kHANEWAL/PUNJAB/PAKIATAN
Licenses Certifications or Awards
Trade Certificate of Survey
I have experience with the following
GPS, cadastral, topographic, boundary surveys, construction staking, topographic surveys, control network surveys, teaching, Survey Office, Construction
How many years have you been surveying?
8
Most comfortable with the following types of instrumentation
Total Stations, GPS, Surveying Software, Automatic Levels

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