The effective stiffness of a cantilever beam of length L and flexural rigidity EI subjected to a transverse tip load W is 
The figure shows a block of mass \(m = 20\) kg attached to a pair of identical linear springs, each having a spring constant \(k = 1000\) N/m. The block oscillates on a frictionless horizontal surface. Assuming free vibrations, the time taken by the block to complete ten oscillations is ............... seconds. (Rounded off to two decimal places) Take \(\pi = 3.14\). 
An explosion at time \(t = 0\) releases energy \(E\) at the origin in a space filled with a gas of density \(\rho\). Subsequently, a hemispherical blast wave propagates radially outwards as shown in the figure.
Let \(R\) denote the radius of the front of the hemispherical blast wave. The radius \(R\) follows the relationship \(R = k t^a E^b \rho^c\), where \(k\) is a dimensionless constant. The value of exponent \(a\) is ................
(Rounded off to one decimal place) 
The figure shows two fluids held by a hinged gate. The atmospheric pressure is \(P_a\) = 100 kPa. The moment per unit width about the base of the hinge is ............... kNm/m. (Rounded off to one decimal place)
Take the acceleration due to gravity to be g = 9.8 m/s². 
An optical flat is used to measure the height difference between a reference slip gauge A and a slip gauge B. Upon viewing via the optical flat using a monochromatic light of wavelength 0.5 \(\mu\)m, 12 fringes were observed over a length of 15 mm of gauge B. If the gauges are placed 45 mm apart, the height difference of the gauges is ............... \(\mu\)m. (Answer in integer) 
The figure shows a thin-walled open-top cylindrical vessel of radius \(r\) and wall thickness \(t\). The vessel is held along the brim and contains a constant-density liquid to height \(h\) from the base. Neglect atmospheric pressure, the weight of the vessel and bending stresses in the vessel walls. Which one of the plots depicts qualitatively CORRECT dependence of the magnitudes of axial wall stress (\(\sigma_1\)) and circumferential wall stress (\(\sigma_2\)) on \(y\)? 
A beam of length L is loaded in the xy-plane by a uniformly distributed load, and by a concentrated tip load parallel to the z-axis, as shown in the figure. The resulting bending moment distributions about the y and the z axes are denoted by \(M_y\) and \(M_z\), respectively. Which one of the options given depicts qualitatively CORRECT variations of \(M_y\) and \(M_z\) along the length of the beam? 
Which of the plot(s) shown is/are valid Mohr's circle representations of a plane stress state in a material? (The center of each circle is indicated by O.) 
A beam is undergoing pure bending as shown in the figure. The stress (\(\sigma\))-strain (\(\epsilon\)) curve for the material is also given. The yield stress of the material is \(\sigma_Y\). Which of the option(s) given represent(s) the bending stress distribution at cross-section AA after plastic yielding? 
The S-N curve from a fatigue test for steel is shown. Which one of the options gives the endurance limit? 