Is there a method to populate these tables:ACTIVITYSPREADEPSSPREADPROJECTSPREADRESOURCEASSIGNMENTSPREADRSRCROLEASGNMENTSPREADWBSSPREADwithout the help of the SDK or the API?Thanks in Advance.
Wondering about basic manpower loading reference info? Also, P6 manpower loading output looks dated, any copy and paste from P6 into excel Templates out there?
Hi All you Brainiacs! Have any of you found a way to autocreate a large filter? I have about 75 Materials Delivery milestones and I want to show their Successor/s So my filter terms would be:Where Predecessor = (insert Milestone id)orWhere Predecesso...
April 29 Data Date April 29 Actual start on activity Orig Dur = 20 Actual Dur = 5 Rem. Dur = 20 Per. Complete Type = Dur. Dur. Complete = 0% Sched. % Complete = 45% - how is this possible.float -39.Should I tell the contractor it has to be wrong to h...
Good News for all Primavera SDK Magic Tool Users.Register Link:https://www.facebook.com/P6.MagicTools/posts/pfbid0RwfQK9bzbytb1Wmo8vf3Mq8SnGwG1MLRjUeo3d2MtqWQLhVLNGfYVcMu6p2UTGA5lNew Feature:Draw all S-Curves, Histograms and Cash Flow of Primavera Pr...
The Gantt Chart is the most widely used project scheduling tool. It visually depicts the project’s activities, when they will occur, and their interdependencies. When used correctly, it is powerful. Unfortunately, most Gantts are poorly constructe...
Isn't every Actual Duration longer than the baseline duration with float a concurrent delay? - taking into account possible changes since the baseline (maybe).
Hello,I've multiple crews working on the same activity type, but diferent buildings.Assume the are steel fixers and the overall productivity is 100kg/day for today, and by simple analysis, I found that 50% of crews (Group A) produced 150kg/day and th...
Hi All, I am working with 20 different construction under one P6 Program. Example WBS as below; 1. Facility Construction1.1. Block A1.2. Block B1.3. Block C and goes on. they are not connected to each other. their only intersection is project start...
So you've completed the project and handed it over to the Client and the commercial team are working on the final account which is proving difficult as the project was signed off 6 months late to latest contract end date. Overall the project went wel...
Hi, has anybody used this handbook to inform their E&C Risk Processes? Seems highly technical and couched in risk language for the average risk planner.thanks
I have just started to learn P6. Recently I wrote a small programme in P6 and linked it. Suddenly programme chronological order changed from back to front (last activity on top then earliest activity to bottom) Has anyone got any idea why this happe...
@Risk, Oracle Primavera Risk Analysis, Acumen Risk, Safran Risk, Crystal Ball = which is most common, which is best, what else should I be asking? - Any work well with Cobra? Which work well with Excel?
Hi All, I am looking for a construction progress measurement excel sheet, I do have one so looking for a better one. I work in Oil and Gas sector. If anyone has a good template please send it to me " [email protected]". ThanksJithin
Which way of these 2 ways is more correct to count delay days? Steel was supposed to take 95 Days, it took 142. = 47 Day difference = 47 Day Delay. You could argue the contractor is "owed" 47 days.Steel was supposed to take 95 Days, it took 142. B...
I have 2 projects open with 2 different data dates. I am sliding a bar in the 2nd one but my Duration at completion is not coming out right - or to fix that the dates are not correct. I have checked the calendars - could it be because of the data d...
Everybody is claiming "supply chain problems" - for structural steel - that has always seems to take longer than planned - shouldn't that always be on the contractor? The pandemic is effectively over, shouldn't the associated claims be also? what ...
I date vs duration complications I cannot figure out. I assume it is from the contractors's calendar. I am going to import others to see. But also, will all time be calculated correctly if I put the hours per time period at 8dy 40 wk 172 mo, 2000 ...
Hi all,I am looking to resolve some negative float on a P6 schedule handed over to me.Please note:1. There are no hard Constraints2. No 'Must Finish By' on the project date3. No external relationships As you can see below, the on the 'Project Start'...
Hi all,I am looking to resolve some negative float on a P6 schedule handed over to me.Please note:1. There are no hard Constraints2. No 'Must Finish By' on the project date3. No external relationships As you can see below, the on the 'Project Start'...