Interview Questions on Steel Structures – Set 10

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Q1. According to I.S. : 800 – 1871, lacing bars resist transverse shear equal to

(A) 1.0% of the axial load
(B) 2.0% of the axial load
(C) 2.5% of the axial load
(D) 3.0% of the axial load

Answer: (C) 2.5% of the axial load

Q2. The strength of ISA 125 = 75 × 10 mm used as a tie member with its longer leg connected at the ends by 27 mm diameter rivets, is

(A) 26,000 kg
(B) 26,025 kg
(C) 26,050 kg
(D) 26,075 kg

Answer: (D) 26,075 kg

Q3. If fbt and fc are the co-existent bending tensile stress and shear stress in a member, the equivalent stress fc is

(A) √(fbt2 + fc2)
(B) √(fbt2 + ½fc2)
(C) √(fbt2 + 3fc2)
(D) √(fbt2 – 3fc2)

Answer: (C) √(fbt2 + 3fc2)

Q4. The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

(A) 1.8 L
(B) L
(C) 1.1 L
(D) 1.5 L

Answer: (C) 1.1 L

Q5. The effect of racking forces is considered in the design of
(i) Lateral braces
(ii) Chord members
The correct answer is

(A) Only (i)
(B) Only (ii)
(C) Both (i) and (ii)
(D) None of the above

Answer: (A) Only (i)

Q6. According to IS: 800, in the Merchant Rankine formula the value of imperfection index (n) is

(A) 1.0
(B) 1.4
(C) 1.8
(D) 2.0

Answer: (B) 1.4

Q7. The method of design of steel framework for greatest rigidity and economy in weight, is known as

(A) Simply design
(B) Semi-rigid design
(C) Fully rigid design
(D) None of these

Answer: (C) Fully rigid design

Q8. For a column of height ‘L’ fixed in position and direction both at its top and bottom, its effective length, is

(A) L
(B) 1/√2 × L
(C) ½ L
(D) 2L

Answer: (C) ½ L

Q9. When a large value of radius of gyration is not required

(A) Channels are placed back to back
(B) Channel flanges are kept inward
(C) Channel flanges are kept outward
(D) None of these

Answer: (B) Channel flanges are kept inward

Q10. For a cantilever beam of length ‘L’ built-in at the support and restrained against torsion at the free end, the effective projecting length ‘l’ is

(A) l = 0.7 L
(B) l = 0.75 L
(C) l = 0.85 L
(D) l = 0.5 L

Answer: (B) l = 0.75 L

Q11. As per ISI, rolled steel beam sections are classified into

(A) Two series
(B) Three series
(C) Four series
(D) Five series

Answer: (D) Five series

Q12. The ratio of hydrostatic stress to the volumetric strain within the elastic range, is called

(A) Modulus of elasticity
(B) Shear modulus of elasticity
(C) Bulk modulus of elasticity
(D) All the above

Answer: (D) All the above

Q13. Economical depth of a plate girder corresponds to

(A) Minimum weight
(B) Minimum depth
(C) Maximum weight
(D) Minimum thickness of web

Answer: (A) Minimum weight

Q14. Shape factor is a property which depends

(A) Only on the ultimate stress of the material
(B) Only on the yield stress of the material
(C) Only on the geometry of the section
(D) Both on the yield stress and ultimate stress of material

Answer: (C) Only on the geometry of the section

Q15. Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

(A) 5 mm
(B) 6 mm
(C) 8 mm
(D) 10 mm

Answer: (B) 6 mm

Design of Steel Structures Civil Engineering MCQ

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