Consider the following: 77 W-NUM PIC 9 VALUE 0 ------ MOVE 1 TO W-NUM PERFORM PARA-X UNTIL W-NUM > 9. ------ PARA-X ADD 1 TO W-NUM How many times PARA-X is executed ?
14 19502How to replace the GOTO statement in COBOL without changing the structure of program. e.g. consider following code... I.D. E.D. D.D. P.D. compute C = A + B. GOTO para 100-display. compute D = C - D. GOTO 200-display. some other logic...... ........ GOTO 300-para. ...... ...... GOTO 400-para. Now I want to replacce all GOTO statements without changing the structure and otput of program.
6 20534I have program P1 which calls file F1 which has 100 records and following structure 001 .................. 002 .................. 003 .................. 098 .................... 099 ................... 100 .................... Now I want to read these files and write these records in file F2 in following manner. 001 ...... 051 ..... 002 ...... 052 ..... 003 ...... 053 ..... .......... ....... .......... ....... .......... ....... 048 ........ 098 ...... 049 .......... 099 ....... 050 .... 100 ......
4 10532Why we need to use redefine clause when we can define the variable seperately... what is actual need....
5 12787Why do we use COMP-3 variables for computation, when we know that they are non displayable fields and require additional MOVE to numeric field before we populate it in output Reports?
1 5697Post New Accenture COBOL Interview Questions
Name 4 new elements in html5 that were not available in previous html versions.
How to create a blank file in unix?
How to rename an index?
Which is the slowest sorting algorithm?
what are the artifacts maintained for resource planing and management
What idea do you have about Basel norms?
Can you tell us your thoughts about your interview experince with us?
What are r matrices and r matrices functions?
In how many ways the Data Binding can be done?
What is jdbc and its types?
What is the difference between ListView and SummaryView ?
What are the points to be considered for calculating cement reconciliation. a)Do we need to deduct the wt of cement bags b)Do we need to adjust the qty due to wt loss during transportation, loading unloading etc or else each bag can be considered as 50 kg bag c)What is the proportion of mix cover block making.
What are actions? Why did you use them in your project?
Do you know when autoit is used?
What is the time-dependent workflow?