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Andhra Petrochemicals Limited Interview Questions
Questions Answers Views Company eMail

what is fire and gas system?

2 13705

Post New Andhra Petrochemicals Limited Interview Questions


Andhra Petrochemicals Limited Interview Questions


Un-Answered Questions

How do you create a divider in word?

631


What are thick customers and flimsy customers?

404


How do I reset my keyboard?

605


What is a field status group?

1139


Explain module in AngularJS?

857


How the concurrency mode is specified in wcf service?

867


What are the different components used in aws?

150


please answer this question.the following balances were extracted from the books of modern traders on 31st dec,2010.capital(85000)fixed assets(45000)stock1-1-2010(15000)sundry debtors(20600)productive exp(3300)reserves fund(6600)discount received(800)cash in hand(6200)drawing(5000)accomulated dep.(9000)purchases(82000)bad debts(400)unproductive exp.(27400)sundry creditors(9000)sales(120000)cash at bank(25500).adjustments.stock on 31-12-2010(15000).outstanding wages (5000) write-off (600)of further bad debts. create provision for bad & doubtful debts at {5%) on debtors.unproductive expenses includes anitem of prepaid insurance (100).provide depreciation on original cost of fixed assets @ (10%).

2438


Is the primary key for sap maxdb also stored in a separate index-b* tree?

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

1991


Use of list-tables command in hadoop sqoop?

5


What is meant by prallel gc and explain it?

1001


how statics is different from dynamics

1671


Why main function is special give two reasons?

1551


Design an underground tank of internal dimensions 6m x 3m x 3m. The soil surrounding the tank always remains dry. The tank shall be provided with a roof slab. The soil weighs 16000 N/m3 having an angle of repose of 30.

2114