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
A. 1
B. 1.25
C. 1.5
D. 2.5
A. 264 MN
B. 274 MN
C. 284 MN
D. 294 MN
A. It regains its original shape on removal of the load
B. It regains its original shape partially on removal of the load
C. It does not regain its original shape at all
D. None of these
A. Q = S + F
B. Q = S – F
C. Q = F – S
D. Q = S × F
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