static equations i.e. H V M = 0, to a determinate structure, we may By applying the determine_________________?

Related Mcqs:

1. m1 and m2 are the members of two individual simple trusses of a compound truss. The compound truss will be rigid and determinate if__________________?

   A. m = m1 + m2 B. m = m1 + m2 + 1 C. m = m1 + m2 + 2 D. m = m + m + 3...

2. Gradually applied static loads do not change with time their_______________?

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

3. A material may fail if______________?

   A. 0 B. Maximum strain exceeds /E 0 0/2 C. Maximum shear stress exceeds D. All the above...

4. Stress may be expressed in Newtons___________________?

   A. Per millimetre square (N/mm2) B. Per centimetre square (N/cm2) C. Per metre square (N/m2) D. None of these...

5. Stress may be defined as_________________?

   A. Force per unit length B. Force per unit volume C. Force per unit area D. None of these...

6. At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by_________________?

   A. Depth of the section B. Depth of the neutral axis C. Maximum tensile stress at the section D. Maximum compressive stress at the section...

7. A compound truss may be formed by connecting two simple rigid frames, by_________________?

   A. Two bars B. Three bars C. Three parallel bars D. Three bars intersecting at a point...

8. The forces in the members of simple trusses, may be analysed by________________?

   A. Graphical method B. Method of joints C. Method of sections D. All the above...

9. The moment of inertia of a triangular section (height h, base b) about its base, is_______________?

   A. bh²/12 B. b²h/12 C. bh3/12 D. b3h/12...

10. A rectangular column shown in the given figure carries a load P having eccentricities ex and ey along X and Y axes. The stress at any point (x, y) is_______________?

    A. (p/bd) [1 + (12ey. y/d²) + (12ex. x/d²)] B. p [1 + (6ey. y/b) + (6ex. x/ b)] C. (p/bd) [1 + (6ey. y/d) + (6ex. x/b)] D. (p/bd) [1 + (ey. y/d) + ( ex. x/d)]...