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IBM Interview Questions
Questions Answers Views Company eMail

what is back order in OM

4 25448

what is SYSPLEX,PARALLEL SYSPLEX & MONOSYSPLEX ?

3 21210

What is Bank Reconcilation Statement?

13 27595

What is suspense Account?

22 59323

What is the closing entry for outstanding amount?

13 20462

what is the meaning of empairment asset

2 8875

what is initrd image?

5 18991

How many garabge bins are there in the US?

4 7442

what is the meaning of upgradation of Repository?

3701

Eliminating of duplicate records without using dynamic lookups

4 15298

what is table partitioning? How it is useful to warehouse database?

1 8467

explain the ROLLUP, CUBE, RANK AND DENSE_RANK FUNCTIONS OF ORACLE 8I

3 16306

what is main difference between change capture and change apply stages

4 37617

Hi 1)What is the maximum permissible exchange deviation in your project? 2)What is the most typical problem that you have been faced in supporting as well as implementation? 3)How you see dunning notice output?

2186

why jobstep can't be more than 255 and for GDG has max limit 255 . Is there any relation between the two

1 7805

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IBM Interview Questions


Un-Answered Questions

Is node js a web server?

497


What is the ideal duration is for Sprint? How it affects the workflow?

5


Why do we need templates?

952


Can you count how many times a word appears in excel?

548


What is jdbc in java?

876


What if there is not enough time for thorough testing?

968


What are different types of errors available in Php?

891


Why to use wcf? Or what are the advantages of using wcf?

775


What is a cpa?

1117


Explain me what is wordpress?

149


What will a loop recorder show?

920


How to convert a string to lowercase in Python?

862


What are the features of change request management?

1


Design a shear wall of length 4.20 m and thickness of 250mm subjected to the following forces.Assume Fck = 25Mpa and Fy = 415Mpa and the wall is a high wall with central part 3440mm x 250mm and two 380mm x 760mm strong bands at each end with following loading. S.No.       Loading        Axial force      Moment     Shear 1               DL+LL          1950              600            20 2           Seismic load       250              4800          700

1950


What change management processes have you used to ensure that change is introduced properly?

3371