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In case of a beam ,main steel is provided along the longer span because, bending moment is directly proportional to length but why in case of one way slab main steel is provided along shorter span while as bending takes place along longer span?comment
5 12293In case of a beam ,main steel is provided along the longer span because, bending moment is directly proportional to length but why in case of one way slab main steel is provided along shorter span while as bending takes place along longer span?comment
8 22445why there is need to provide shear reinforcement?give the basic reason?
JMC, L&T, Power Grid,
9 69107In olden days reinforcing bars in concrete are not got rusted even till now. But recently provided steel getting rusted in concrete. what are the probable reasons?
11 17097what is lifespan of an RCC structure? Why the RCC structures failing in quater of its life span?
13 67160Post New Civil Engineering Questions
The internal dimensions of a wire house 15m*5.6m and the maximum height of piles is 2.70m. What is the maximum number of bags to be stored in two piles ?
How much is the cover for slab?
What you understand by building codes?
I am called for interview from north east power plant .so, I need some interview question which may help me.
What is the diameter of the 3"inch nails?
Why should you consider yourself fit to be hired by jindal steel.
what is Short bored pile foundation.
Why are separation membranes used between concrete pavement slab and sub-base?
Laying bitumen concrete 40mm thick using 0.1372 cum of 13.2 10mm metal ,0.2387 cum of 10 5mm metal...what did it means please explain me how much cum of 10 mm metal need?
How much cement is require in one sqft area in a G+3 residential construction.
How can i display 5 asterisk and another 5 asterisk )?
How to make a c++ program that converts any base to base 10?
Design a cantilever slab to carry a live load of 2000 N/m2. The overhang of the slab is 1.20m. b) A slab over a room is 4.75m x 4.75m. The edges of the slab are simply supported and the corners are not held down. The live load an the slab is 300 Kg/m2. The slab has a bearing of 15cm. On the supporting walls. Design the slab as per Rankine - Grashoff theory. Assume weight of R.C.C. = 2400 Kg/m2.
As we know that steel is a tension member but why we are using STRUCTURE STEEL as a COLUMN (Without concrete) where column is a compression member and compression strength of steel is very low
a solid steel rod length 2m dia and 20mm vertically hangs from celling and has a collar firmly atteched to it. above the collar an annular rubber washer of 40mm th. having stifness k = 5n/mm is placed. determine maximum stress in the rod caused by mass of 5 kg falling through a height of 1.2m.
