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https://welderslab.com/how-many-inches-can-a-welder-weld-per-day
If a job takes 1000 inches of welding at $2.00 per inch, then it will cost roughly $2000 to weld that job or 60 hours of labor. The number of inches that each welder can weld is going to change based upon a number of factors on its own. Some of these factors include, but are not limited to: Their experience level with welding
https://math.answers.com/Q/What_is_the_average_manhour_of_pipe_weld_per_inch_dia
There is no answer. There are to many factors to generate an accurate response. When estimating, your best bet is to refer to similar jobs that your company and employees have completed. Those production rates will be the most accurate. When quantifying weld per inch Dia. Given varying degrees of environmental restrictions, wall thickness, procedure, pipe type and …
https://www.theprojectestimate.com/pipe-installation-man-hours/
Pipe Installation Manhours for Steel Pipes. 1. Welding connections include set-up, cutting, beveling, fitting, tack and full welding. 2. Pipe laying and handling include loading and unloading from storage and to site, site erection, rigging and alignment. 3.
https://www.estimations.info/TCAEMM_emptyvaluesdocument.pdf
The most complex work in developing these man hours was the work on the man hours f or piping abov e ground. A basis I used was a system for estimating the value of erection works of a German Company LINDE, which I completed and modified. Gener ally , for elabor ation of the man hours f or er ection/installation of process equipment,
https://www.eng-tips.com/viewthread.cfm?qid=201041
in my company your description would fit a weld length of 8 inch, but this is only being used for calculating required manhours (8 inch weld length means one butt weld on an 8 inch Schedule 40 pipe). Try to get a time chart (John S. Page manhour manual), pick the manhours for your specific pipe and transfer it to Schedule 40 pipe.
https://app.aws.org/forum/topic_show.pl?tid=33807
Average weld time for a welder, no fitting, on day shift was 1 1/2 - 2 hours and swing was 2-2 1/2 hours checked for a full week. The parts consisted of 5/8 plate welded to 2 1/4" plate about 36" long, 3/8 fillet welds with studs in the way so much re-positioning, then, get the in house and TPI inspections done, roll the 40'+ long member each ...
https://www.reddit.com/r/Welding/comments/4h1rp4/pipe_welding_and_inches_per_day/
Some company's will give different amounts for sizes as well, for example a 6" schd 80 joint might be 1.3 times the pipe size and that will give you the inches per weld while a different company might give 1.5 times the pipe size for the inches per weld. It usually only takes into consideration the cover pass and not the root or fill. 2. level 1.
https://forum.millerwelds.com/forum/welding-discussions/11545-weld-feet-per-hour
Tweet. #9. 08-13-2007, 07:40 PM. The Lincoln link i posted shows 10 ft per hour on 5/16 overhead. single pass with a 5/16 electrode and they show 13 ft per hour. with a 1/8in electrode on vert up. They have a whole bunch of different rods and positions shown, can't believe they are too far off thr mark.
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