The last two orders of caps I purchased for 5/8" rebar slide easily on and off the rebar. One order was from Stakemill and the other from Berntsen. Since both call for a model 5000 with either Permamark or PM I suspect both caps are permamark…
Read more…We are having a problem with a robotic total station.
It appears that the point stored is not actually where the prism is at but at a location whose position varies from the true location. Sometimes the shot taken on the curb appears 0.5…
Read more…Hi guys,
could you pleas guide me how to show the site demolished walls and inlet outlet according to the standard symbole in a topographic map.
Thank you.
Read more…A question that I often receive from new land surveyors is How many feet is a square acre?
I am not quite sure why this stumps so many, but this is basically what I tell them with they ask.…
Hi Surveyors,
I have used 4 units of GNSS Newdi for 6 months which are set base and rover only on Newdi Equipment.
I plan to utilize Newdi can be operated interacting with another gnss (hi-target, south and chc) over same…
Read more…Hi guys,
I am a bit confusing with the naming of the bechmarks when there be tow or more BMs those are share between tow travers, would we have to name them the same? or we have the option of give name the deffrent name for each…
Read more…
hey guys
what is your oponion regarding a site of about 5.5 hectars to be surveyed by total station and a 3d Scanner, would both of them will got fixed and come exactly togather or some deference is tolerable?
the leghnt of…
Read more…Hy Guyes,
looking for recomendation, There is needed of taking croos section along the river of 1.6 km (every each 5m section), for best of accuricy proposes is there needed to extend a closed travers or any? the area around has been…
Read more…Does anyone have idea how to get south and east coordinate from drawing? normally we get north east coordinate but my area use only south east coordinate. can anyone help to advise or send me lisp file which i can get south east coordinate. if…
Read more…I NEED TO PLOT COORDINATES ON GOOGLE EARTH , I AM USING WINDOWS 10 CAN ANY ONE HELP ME IN THIS REGARD
WHICH SOFTWARE WILL BE HELPFUL , I AM IN DUBAI-UAE
Read more…if there is one TBM Co-Ordinates then how to make another TBM Co-Ordinates for Total Station setup plese tell me urgent please help me
Read more…Hi Guys,
Rather than set up a TS to take some tree height measurements, can anyone recomend an accurate handheld laser measuremrnt device? I've a disto but found having to carry a tripod around is frustraiting when there are only a few…
Read more…Most land surveying related topics are evergreen - meaning the topics of discussion are many times timeless. If you have a question regarding Land Surveying in general, this is the place to ask your questions.
However, if you have a questions regarding a specific type of Land Surveying Equipment, Surveying Software, Land Surveying History or other topics related to land surveying, you will find that our Community Hubs all have dedicated forums. Asking your questions inside these Hub Forums will ensure that you are asking a targeted audience of land surveyors who are following those topics.
Likewise, you will find that all of our Location Based Chapter Hubs have dedicated forums for discussing land surveying topics related to specific locations around the world. Asking your question inside the appropriate place inside the community will most likely get you the most feedback. Enjoy! We look forward to helping you solve your problem or expand your knowledge of land surveying.
Below are the categories for our general forum which spans entire global community.
