infosys campus ques... u drive a car,nmb of d car is KA17M8719. it leaves at10:26am frm davanager to bangalor which is264km away at a speed of 95km/hrCar reachs bangalor at 4:18pm. nw tel me wat is d date of birth of drvr
9 25602sir i want to know that in L & T construction can we do our 6 months training proggramme cum placement???????
L&T,
17661) what do you mean by rolling margin of steel ? 2)pls. tell the cut length formula of stirrups as per IS codes(take out cut length for a beam of 600*300mm with 40mm cover all sides)? 3)what is the multiplying factor of painting for sand faced plaster? 4)if your footing is of size1.9*1.6m . what quantity of length and width you will excavate means what extra margins you will allow as per IS codes in billing?
1 4921Post New Civil Engineering Questions
how to calculate the crushing strength of cement concrete paver blocks 100x100x60 mm thich.
how many men days of loburs and masons are requirete for 1 cum,pcc (1:2:4),Pcc(1:3:6) and Pcc(1:4:8) thanking you
what is spacing of wallar support of 3m column. the thickness of column is 0.25 m.
i need the syllabus for the direcr recruitement of executive engineers in andhrapradesh
how to reduce size of column 450 x 750 to 230 x.... if it is cut in area of bathroom? means it appears in bathroon any shifting or any other option....building is g + 10 and the bathroom is at first floor...
What is portland cement
which steel is better for residential building tmt steel or hysd steel
What Reinforcements Are Used In The Process Of Prestressing?
hi every body..i have applied for RRB section engineers CIVIL.i wanna prepare for that,so can any one suggest me some books and where can i get the syllabus for this..i would be vry greatful if any one can help in this regard
WHAT GOAL DO YOU HAVE IN YOUR CARRIER?
1m square 20mm plastering how much of water need curing work
What are your future hopes for this job?
in block masonry l=10',b=0.5',H=10',Calculate cement ,sand and no.Of blocks?
How to calculate brick work quantity?? Block work quantity??
what is moment-curvature relationship in semi rigid connections??