Civil Engineering - GATE Exam Questions
Exercise : GATE Exam Questions - Section 2
31.
The dimension of a pressure gradient in a fluid flow are :
32.
Maximum strain at the level of compression steel for a rectangular section having effective cover to compression steel as d' and neutral axis depth from compression face as xu is
33.
The correct reinforcement-details at the corner of a rectangular water tank, in horizontal plane is shown by :
34.
The maximum shear stress in a solid shaft of circular cross-section having diameter d subjected to a torque T is τ. If the torque is increased by four times and the diameter of the shaft is increased by two times, the maximum shear stress in the shaft will be
35.
In a drained triaixal compression test, a saturated specimen of a cohesionless sand fails under a deviatoric stress of 3 kgf/cm2 when the cell pressure is 1 kgf/cm2 . The effective angle of shearing resistance of sand is about
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