A. Graphical method
B. Method of joints
C. Method of sections
D. All the above
Related Mcqs:
- 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 - H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon____________________?
A. H = 0
B. V = 0
C. M = 0
D. All the above - A truss containing j joints and m members, will be a simple truss if_________________?
A. m = 2j – 3
B. j = 2m – 3
C. m = 3j – 2
D. j = 3m – 2 - 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 - The forces acting normally on the cross section of a bar shown in the given figure introduce_____________?
A. Compressive stress
B. Tensile stress
C. Shear stress
D. None of these - The forces acting normally on the cross section of a bar shown in the given figure introduce_______________?
A. Compressive stress
B. Tensile stress
C. Shear stress
D. None of these - The forces acting on the bar as shown in the given figure introduce________________?
A. Compressive stress
B. Tensile stress
C. Shear stress
D. None of these - A material may fail if______________?
A. 0
B. Maximum strain exceeds /E
0 0/2
C. Maximum shear stress exceeds
D. All the above - 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 - static equations i.e. H V M = 0, to a determinate structure, we may By applying the determine_________________?
A. Supporting reactions only
B. Shear forces only
C. Bending moments only
D. All the above
