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(1)In Cl Program,Are PGM and ENDPGM mandatery Keywords or not .If yes, please tell me why these keywords is necessary. (2)If we will not define these two keywords (PGMand ENDPGM) then any error will be come or not.
5 21840I have dataset DS1 which has records say 1 2 3 4 5 ... ... etc And also I have second dataset DS2 whcih has records 1 3 4 5 6 8 .. ... Both the files are sorted and now I want to compare these files and write it into the third files if the records are matching.
4 12066Write a code check the checkbox in the web table which is in the 4th row and fifth column (Use child item concept)
2 17925requirement is for combo box your expected value is str= "Denver.Frankfurt.London.Los Angeles.Paris.Portland.San Francisco.Seattle.Sydney.Zurich" you must get the text in combo box and need to compare them how
2004requirement is for combo box your expected value is str= "Denver.Frankfurt.London.Los Angeles.Paris.Portland.San Francisco.Seattle.Sydney.Zurich" ar = Window("Flight Reservation").WinComboBox("Fly From:").GetContent your actual value is : that shows data in combo box how can u test the both data is correct or not by using split function
1 4640I have DATE filed like DD-MM-YYYY, So I want output should be MM/DD/YYYY using JCL? Can anybody post the answer for above requirement?
4 20011HOw Hash Partion Works Thank you in Advance i have doubts on Hash Partion TEch Could please give me the clear understandable notation example e_id,dept_no 1,10 2,10 3,20 4,20 5,30 6,40 i have TWo Nodes/Three Nodes My questions are: 1).if i select hash key as e_id how Hash partion will distribute the data in to two NOdes/three NOdes 2).if i select hash key as dept_no how Hash partion will distribute the data in to two NOdes/three NOdes sivakumar.katta7@gmail.com
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Greetings This question is about hydraulics and I request an expert to answer it. A simple hydraulic machine is made up of two heads, a larger one with a larger force inside a wider pipe and a smaller one with a smaller force inside a smaller pipe in width as in the second picture on this link: http://science.howstuffworks.com/hydraulic1.htm The question is this: what happens if the smaller head and the smaller force doesn’t exist but the smaller pipe is high enough to take all the liquid? For example the larger head is 1.00 sqr metre and can go down 1.00m under a weight of 100.00kg. The cross sectional area of the smaller pipe is 0.001 sqr metre. Now when the larger head goes down 1.00m, how high the liquid from the wider pipe can go into the smaller pipe of the cross sectional area of 0.001 sqr metre? Regards
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