Answer Posted / koushik pal
Poisson's Ratio is a ratio of Lateral Strain to
Longitudinal Strain.
Its value for steel is 0.3
| Is This Answer Correct ? | 23 Yes | 1 No |
Post New Answer View All Answers
For The preparation of goverment examination Which book i will prefer and by which way i will do the preparation for exam.
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 ?
what radial pressure, the NP2 class rcc pipe can sustain?
how many sqft or cft of work done by a mason per day in all works such as brick,block,concrete,shuttering carpenter,reinforcement fabricator,painter,door window carpenter.....everything thank you
where will be the reinforcement of slab placed when there is an inverted beam and the bottom of the beam and slab are at same level ?
what is E
how to design and calculate materail quantity for concrete speedbreaker ?
Required amount of Steel bars, cement/ square feet for roofing of residential building upto 3rd floor.
What is the minimum size of the particles of silt soil?
how is the reinforcement is distributed in triangular slab
How much permissible bearing capacity requires for open footings(isolated) and what type pile foundatuon prefering for coastal areas?
what is diffrence between catchment area,watershed and basin?
Which prize is the alternative to the NOVEL Prize?
manhole height is 1500 mm and width of brickwork is 230 mm dia of manhole covering is 560 mm brick masonry 1:4 horizontal length is 1500 mm and plaster 12 mm thick on both side 1:3. how to estimate the quantity of brickwork with mortar cement and sand for manhole chamber.
A 16 pile group, consisting of diameter concrete piles, were cast in situ in a clayey soil whose unconfined compressive strength is 1100 psf. Each pile is 60 ft long and the pile spacing is 2.5 times the pile diameter.The water table is at the ground surface and saturated unit weight of the clay is 118 lb/cu.ft. using a factor of safety 3 and a reduction factor =0.45, compute the allowable capacity of the piles acting as individuals
