Category: Theory of Structures

A. /6
B. /2
C. /3
D. /4

A. WD3n/d4N
B. 2WD3n/d4N
C. 4W²D3n/d4N
D. 8WD3n/d4N

A. 264 MN
B. 274 MN
C. 284 MN
D. 294 MN

A. For a uniformly distributed load, the shear force varies linearly
B. For a uniformly distributed load, B.M. curve is a parabola
C. For a load varying linearly, the shear force curve is a parabola
D. All the above

A. ( /2) t fs
B. ( /2) t fs
C. D2t fs
D. ( /4) fs

A. 30°
B. 45°
C. 60°
D. 90°

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)]

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

A. y = h/l² × (1 – x )
B. y = 2h/l² × (1 – x)
C. y = 3h/l² × (1 – x)
D. y = 4h/l² × (1 – x)