Theory of Structures The area of the core of a column of cross sectional area A, is (1/18) A (1/3) A (1/12) A (1/6) A (1/18) A (1/3) A (1/12) A (1/6) A ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The equivalent length of a column of length L having one end fixed and the other end free, is L/2 L 2L L L/2 L 2L L ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A compound truss may be formed by connecting two simple rigid frames, by Two bars Three bars intersecting at a point three parallel bars Three bars Two bars Three bars intersecting at a point three parallel bars Three bars ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures Stress may be defined as Force per unit length Force per unit area None of these Force per unit volume Force per unit length Force per unit area None of these Force per unit volume 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 bh²/12 b²h/12 b³h/12 bh³/12 bh²/12 b²h/12 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The greatest load which a spring can carry without getting permanently distorted, is called Proof load Proof stress Stiffness Proof resilience Proof load Proof stress Stiffness Proof resilience ANSWER DOWNLOAD EXAMIANS APP
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