how to calculate reinforcment in staircase cranked beam?
Which IS Code/American Code applied for coupler test of steel1282
whats the difference between young's modulus,stress and pressure.they have same unit3 5740
What kind of tests will conduct in plastering6 6293
why we use cement for concrete7 6036
in built up area basis what is ratio of concrete & steel ratio may be consider in per sqft quantity
advantages & disadvantages of using crusher dust instead of sand in r.c.c work3 21099
Can anybody tell me how to calculate the quantity of a trapezoidal footing?With its formula and an example.9 23274
how much quantity of 1.5" nails and 2.5" nails are required for conventional formwork shuttering?
What is the life of anaerobic Digester if it is used for municipal solid waste digetion.
To pcc 11 ft x 24 ft .How many bags of cement, sand and aggregate required? And for roofing how many cgi sheets required?
plz.show development and anchorage length in simple diagram.
What are your goals?
hi, i am appearing in HPCL(CIVIL ENGG.)exam. plz send me placement paper of this exam if u are having
Curvature ki quantity kaise nikalte hai pls give me ans... curvature canal ka hai
Basic questions of civil engineering
I need old MMUP exam question and answer for Civil engineering
57. Calculate the volume of a truck loaded with stone chips whose data are as follows– 5 Top Length - 13-9, 13-10, 13-09 Bottom Length - 13-11, 13-10.5, 13-10 Top width - 8-7.5, 8-8, 8-7 Bottom width - 8-7, 8-8, 8-7.5 Depth - 2-0, 1-11.5, 1-10, 1-11, 1 -10.5, 1-11.75, 1-11
Rate analysis for construction of a solid block masonary of size 400x200x200 in C.M.1:5 in superstructure .Compressive strength 5.00 N/Sq.mm Confirming to IS: 12894:1990, with necessary scaffolding, raking of joints and pointing the same. I require rate per Cum.
how to calculate weight of 1.8 cum of aggregate
What is the FE 250 structural steel of 8mm tk plate testing sample intervals with IS code or international code?
can you mail me detailed procedure,entire syllabus and practice papers of mpsc civil engineering branch.I am in third year now
Why reinforcement done in shorter span in two way slabs