| Other Civil Engineering Interview Questions |
|| Asked @
|Why bent up bars provided in R.C.C slab
|RCC colums of 15"X9" each, roof height 10.5'ft, total
pillars 12 nons. Span between pillar to pillar is 14/20/20
length wise and 17/14 width wise. Total Slab area 2400 sft
and plinth area is 1900 sft. beams are 12"X12". kindly
calculate load factor per sqft.
|why we take cube depth 150mm for testing
|what is IS
|what is design life of steel structures??
|What is the acceptance criteria to determine the "Core
density" of "DBM or BC" course,for any grade as per "MORTH"
guidelines in road construction work ?
|in BUILT UP AREA BASIS WHAT IS RATIO OF CONCRTE & STEEL
RATIO MAY BE CONCIDER IN PER SQFT QTY
|DIFFERENCE BETWEEN STATICS,DYNAMICS,KINETICS,KINEMATICS
|Name the standard sand for concrete tests
|How do we say The LAP LENGHT is 50D to 60D ?????
|What is allowable limit of silt in river sand for concrete
|WHAT IS THE RATIO OF CEMENT,SAND,AGGREGATE OF MIX M25
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