The ratio of lateral strain to axial strain of a homogeneous material, is known Yield ratio Poisson’s ratio Hooke’s ratio Plastic ratio TRUE ANSWER : ? YOUR ANSWER : ?
At yield point of a test piece, the material Regains its original shape on removal of the load Behaves in an elastic manner Obeys Hooke’s law Undergoes plastic deformation TRUE ANSWER : ? YOUR ANSWER : ?
The general expression for the B.M. of a beam of length l is the beam carries M = (wl/2) x – (wx²/2) A uniformly distributed load w/unit length None of these A load varying linearly from zero at one end to w at the other end An isolated load at mid span TRUE ANSWER : ? YOUR ANSWER : ?
Y are the bending moment, moment of inertia, radius of curvature, modulus of If M, I, R, E, F, and elasticity stress and the depth of the neutral axis at section, then I/M = R/E = F/Y M/I = E/R = F/Y M/I = E/R = Y/F M/I = R/E = F/Y TRUE ANSWER : ? YOUR ANSWER : ?
A rolled steel joist is simply supported at its ends and carries a uniformly distributed load which causes a maximum deflection of 10 mm and slope at the ends of 0.002 radian. The length of the joist will be, 16 m 14 M 15 M 13 M TRUE ANSWER : ? YOUR ANSWER : ?
Stress may be defined as Force per unit volume None of these Force per unit area Force per unit length TRUE ANSWER : ? YOUR ANSWER : ?
a uniform circular bar of diameter d and length , which extends by an The deflection of amount under a tensile pull , when it carries the same load at its mid-span, is el/2d el²/3d² e²l²/3d² ee²l/3d² TRUE ANSWER : ? YOUR ANSWER : ?
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is 4 3 2 1 TRUE ANSWER : ? YOUR ANSWER : ?
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is 4W²D3n²/d4N 4W²Dn/d4N 4WD²n/d4N 4W²D3n/d4N TRUE ANSWER : ? YOUR ANSWER : ?
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch). 150/EIc 50/EIc 200/EIc 100/EIc TRUE ANSWER : ? YOUR ANSWER : ?