how much unit weight of an RCC Box 3.0mX3.0m will be of design mix concrete M301 684
for 16mm thick cement plastring 1:6 on 100 Sq.m.New brick work,the quantity of cement required is.572
Curvature ki quantity kaise nikalte hai pls give me ans... curvature canal ka hai1272
How much kg or MTs of steel is required for construction of the building of 1000 sqmt.4 1935
Ihave 230mm *115mm * 75mm brick calculation in cft and 115mm brick calculation in sft4 1446
what is the standard size of brick available in site in mm6 2318
What is the difference between Wraft and file foundation and where these are used ?1 1366
why cracks develop at the upper corners of doors openings1 1414
What will be the angle for hook in column ring for column size 600x750 mm bar size 10mm for ring3 1993
specific gravity of sand, coarse aggregate, cement.1 2618
how the calculation occurs if i want to mix 1cum of M50 concrete. please calculate every ingredients with detail calculation.
i am completed my b.tech EEE in 2009,,,iam trying the job 3+ for AUTO CAD (ELECTRICAL),, what is the market for autocad electrical in hyderabad... how to handle the intervws give some suggestions ?
how many tonnes equals to one cubic feet?
I want some common questions which have been asked in interviews of NTPC Limited,Satluj Jal Vidyut Nigam Ltd.,and Bharat Heavy Electricals Ltd.
Hi.. Can i get hel in finding HPCL previous year question paper? plz help me in finding thiss..
is there any thumb rule for calculating construction cost of the building with pile foundation per sft. area?
how to calculate cost of raw materials of a building for 1000 sqft & also consolidated cost of labour in a 1000 sqft building
Howmuch bend to be provide for 200/600 BEEM
What is meaning of Canceled/Flat Beam. What is difference between them? Both type of beam can bear same load if size (width)of the flat beam is increases and depth is same as slab thickness? Kindly suggest to me.
IS STEEL BARS IS AS PER ISI TRANSVERSE RIBS SHOULD BE UNIFORM IN DISTANCE, PLEASE EXPLAIN WHY,
insted of bentonite we can use any alternate material in piling ?
For removal of formwork of simply supported slab / beam from where to start the deshuttering? ( Max Bending moment of the simply supported beam is in the center hence is it required to start from the supports?)
WET BULB TEMPERATURE AND DRY BULB TEMPERATURE?
How to determine spacing of bars in slabs or beams