- (A) Compressive stress
- (B) Tensile stress
- (C) Shear stress
- (D) None of these
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- (A) ½
- (B) 1
- (C) 1½
- (D) 2
- (A) b = 10 N/mm2 s = 20 N/mm 2
- (B) b = 8 N/mm2 s = 16 N/mm2
- (C) b = 6 N/mm2 s = 12 N/mm2
- (D) b = 5 N/mm2 s = 10 N/mm2
- (A) 1
- (B) 2
- (C) 3
- (D) Zero
- (A) Joint C
- (B) Joint B
- (C) Joint D
- (D) Joint A
- (A) 1
- (B) 2
- (C) 3
- (D) 4
- (A) Two bars
- (B) Three bars
- (C) Three parallel bars
- (D) Three bars intersecting at a point
- (A) The structural member subjected to compression and whose dimensions are small as
- (B) compared to its length, is called a stmt The vertical compression members are generally known as columns or stanchions
- (C) Deflection in lateral direction of a long column, is generally known as buckling
- (D) All the above
- (A) Both the ends are fixed
- (B) Both the ends are hinged
- (C) One end is fixed and other end is free
- (D) One end is fixed and other end is hinged
- (A) Straight line formula
- (B) Parabolic formula
- (C) Perry’s formula
- (D) Rankine’s formula
