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Theory of Structures

Theory of Structures



The force in BC of the truss shown in the given figure, is___________________?
0

A. 3.0 t compression
B. 3.0 t tension
C. t tension
D. t compression

The degree of indeterminacy of the frame in the given figure, is______________?
0

A. Zero
B. 1
C. 2
D. 3

A simply supported beam A carries a point load at its mid span. Another identical beam B carries the same load but uniformly distributed over the entire span. The ratio of the maximum deflections of the beams A and B, will be________________?
0

A. 2/3
B. 3/2
C. 5/8
D. 8/5

In case of a simply supported I-section beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is_________________?
0

A. L/2
B. L/3
C. L/4
D. L/5

If Ix and Iy are the moments of inertia of a section about X and Y axes, the polar moment of inertia of the section, is_________________?
0

A. (IX + IY)/2
B. (IX – IY)/2
C. IX + IY
D. (I /I )

If E, N, K and 1/m are modulus of elasticity, modulus of rigidity. Bulk modulus and Poisson ratio of the material, the following relationship holds good_______________?
0

A. E = 3K (1 – 2/m)
B. E = 2N (1 + 1/m)
C. (3/2)K (1 – 2/m) = N (1 + 1/m)
D. All the above

Gradually applied static loads do not change with time their_______________?
0

A. Magnitude
B. Direction
C. Point of application
D. All the above

A body is said to be in equilibrium if___________________?
0

A. It moves horizontally
B. It moves vertically
C. It rotates about its C.G.
D. None of these

The forces acting normally on the cross section of a bar shown in the given figure introduce_____________?
0

A. Compressive stress
B. Tensile stress
C. Shear stress
D. None of these

The load on a spring per unit deflection, is called______________?
0

A. Stiffness
B. Proof resilience
C. Proof stress
D. Proof load



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