A. Q = S + F
B. Q = S – F
C. Q = F – S
D. Q = S × F
Theory of Structures
Theory of Structures
A. 200 mm
B. 250 mm
C. 300 mm
D. 400 mm
A. Sum of moment of inertia is zero
B. Difference of moment inertia is zero
C. Product of moment of inertia is zero
D. None of these
A. (1/3) A
B. (1/6) A
C. (1/12) A
D. (1/18) A
A. 4.0t compression
B. 3.0t compression
C. 0.5t compression
D. 0.5t tension
A. Supporting reactions only
B. Shear forces only
C. Bending moments only
D. All the above
A. 1/2
B. 1/3
C. 2/3
D. 3/2
A. Circle
B. Parabola
C. Ellipse
D. Straight line
A. A
B. B
C. C
D. Between A and C
A. b c = Eb /Ec
B. P = Pb + Pc
C. P = Ab b + Ac b
D. All the above
