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From an alloy, two specimens are machined and tested separately under tension and compression. The engineering stress-strain curves as well as the true stress-true strain curves for tension and compression are plotted in the same diagram. Identify the correct statements:
P. The engineering stress-strain curves in tension and compression are identical.
Q. The true stress-true strain curve in compression is lower than the true stresstrue strain curve in tension due to Bauschinger effect.
R. The true stress-true strain curve in tension is above the corresponding engineering stress-strain, curve.
S. The true stress-true strain curve in tension and compression are identical.
How many per cent of employees get salaries less than Rs 30,000? The following data shows the salaries of all the employees of a company. Salary (In Rs.) 0-10,000 10,001-20,000 20,001-30,000 30,001-40,000 40,001-50,000 Number of Employees 235 105 50 40 20
The true strain rate is given as ϒ, and conventional strain rate is given as ε. The engineering strain is equal to e. The relationship between conventional strain rate and true strain rate is _______
A wave travelling along a string is described by, y(x, t) = 0.005 sin (80.0 x – 3.0 t), in which the numerical constants are in SI units (0.005 m, 80.0 rad m–1, and 3.0 rad s–1). Calculate the displacement y of the wave at a distance x = 30.0 cm and time t = 20 s?
0.5+0.05 +0.005×0.5×0.05×0.005  = = কত?
The relationship between the true strain and engineering strain is given as _____ Where e=conventional strain, ε= Engineering strain
What will come in the place ofquestion mark (?) in the following question(You do not have to calculate the exactvalue)? √(3099.985 ÷ 62.001 + 14.001) = ?
The formula for length of pole is L = Total length of armature – (0.001 to 0.005).
In hydrostatic testing of welded pipe (for leakage, strength etc.) the ratio of minimum hydrostatic test pressure to internal design pressure is around
Statement A: Garden hose is an example of positive hydrostatic pressure. Statement B: Suction through straw is an example of negative hydrostatic pressure.