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25.

A rectangular block of size 200 mm x 100 mm x 50 mm is subjected to a shear stress of 100 N/mm2. If modulus of rigidity of material is 1 x 105 N/mm2, strain energy stored will be                        


A. 10 N.m B. 25 N.m
C. 50 N.m D. 100N.m




26.

A short column of external diameter of 250 mm and internal diameter of 150 mm carries an eccentric load of 1000 kN. The greatest eccentricity which the load can have without producing tension anywhere is                        


A. 20 mm B. 31.25 mm
C. 37.5 mm D. 42.5 mm




27.

A simply supported beam of length 1 carries a load varying uniformly from zero at left end to maximum at right end. The maximum bending moment occurs at a distance of                        


A. 1/V3 from left end B. 1/3 from left end
C. 1/V3 from right end D. 1/3 from right end




28.

A simply supported beam with rectangular cross-section is subjected to a central concentrated load. If the width and depth of the beam are doubled, then the deflection at the centre of the beam will be reduced to                        


A. 50% B. 25%
C. 12.50% D. 6.25%




29.

A steel rod of cross sectional area equal to 1000 mm2 is 5 m long. If a pull of 100 kN is suddenly applied to it, then the maximum stress intensity will be                        


A. 50 N/mm2 B. 100 N/mm2
C. 200 N/mm2 D. 400 N/mm2




30.

A three hinged arch is carrying uniformly distributed load over the entire span. The arch is free from shear force and bending moment if its shape is                        


A. circular B. parabolic
C. elliptical D. none of the above




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