Theory of Structures P = 4π² EI/L² is the equation of Euler's crippling load if Both the ends are hinged One end is fixed and other end is hinged Both the ends are fixed One end is fixed and other end is free Both the ends are hinged One end is fixed and other end is hinged Both the ends are fixed One end is fixed and other end is free ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is 2 /15 3 /8 /16 3 /16 2 /15 3 /8 /16 3 /16 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The moment of inertia of a triangular section (height h, base b) about its base, is b³h/12 bh³/12 b²h/12 bh²/12 b³h/12 bh³/12 b²h/12 bh²/12 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures In case of principal axes of a section None of these Product of moment of inertia is zero Difference of moment inertia is zero Sum of moment of inertia is zero None of these Product of moment of inertia is zero Difference of moment inertia is zero Sum of moment of inertia is zero ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A truss containing j joints and m members, will be a simple truss if j = 2m – 3 j = 3m – 2 m = 3j – 2 m = 2j – 3 j = 2m – 3 j = 3m – 2 m = 3j – 2 m = 2j – 3 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The ratio of the area of cross-section of a circular section to the area of its core, is 11 15 14 16 11 15 14 16 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS