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Q1. The economical depth d of a web plate in which allowable bearing stress is fb, and the maximum bending moment is M, as suggested by Rawater and Clark, is
(A) d = ∛(M/fb)
(B) d = 1.5 ∛(M/fb)
(C) d = 2.5 ∛(M/fb)
(D) d = 4.5 ∛(M/fb)
Answer:(D) d = 4.5 ∛(M/fb)
Q2. For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as
(A) Zero
(B) ± 0.2 p
(C) ± 0.5 p
(D) ± 0.7 p
Where ‘p’ is basic wind pressure
Answer: (B) ± 0.2 p
Q3. If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as
(A) 120 mm
(B) 160 mm
(C) 200 mm
(D) 300 mm
Answer: (B) 160 mm
Q4. Bending compressive and tensile stresses respectively are calculated based on
(A) Net area and gross area
(B) Gross area and net area
(C) Net area in both cases
(D) Gross area in both cases
Answer: (B) Gross area and net area
Q5. If ‘f’ is the maximum allowable bending stress in a tension member whose radius of gyration is ‘r’ and depth is 2y, the required cross sectional area ‘A’ is given by
(A) A = My/fr2
(B) A = My2/fr2
(C) A = My/fr
(D) A = My/f2r2
Answer: (A) A = My/fr2
Q6. The connection of one beam to another beam by means of an angle at the bottom and an angle at the top, is known as
(A) Unstiffened seated connection
(B) Stiffened seated connection
(C) Seated connection
(D) None of these
Answer: (C) Seated connection
Q7. The thickness ‘t’ of a single flat lacing should not be less than
(A) 1/30th length between inner end rivets
(B) 1/40th length between inner end rivets
(C) 1/50th length between inner end rivets
(D) 1/60th length between inner end rivets
Answer: (B) 1/40th length between inner end rivets
Q8. The load on a lintel is assumed as uniformly distributed if the height of the masonry above it, is up to a height of
(A) The effective span
(B) 1.25 times the effective span
(C) 1.50 times the effective span
(D) 2.0 times the effective span
Answer: (B) 1.25 times the effective span
Q9. The channels get twisted symmetrically with regard to its axis
(A) Parallel to flanges
(B) Parallel to web
(C) Perpendicular to flanges
(D) Perpendicular to web
Answer: (B) Parallel to web
Q10. Minimum pitch of the rivets shall not be less than
(A) 1.5 d
(B) 2.0 d
(C) 2.5 d
(D) 3.0 d
Where d is gross diameter of rivet
Answer: (C) 2.5 d
Q11. Maximum pitch of rivets, used in steel stacks, is limited to
(A) 6 t
(B) 10 t
(C) 12 t
(D) 16 t
Where ‘t’ is thickness of thinner plate being connected
Answer: (B) 10 t
Q12. Bolts are most suitable to carry
(A) Shear
(B) Bending
(C) Axial tension
(D) Shear and bending
Answer: (C) Axial tension
Q13. Tongue plates are provided in a steel girder at
(A) The upper flange
(B) The lower flange
(C) The upper end of the web
(D) The upper and lower ends of the web
Answer: (D) The upper and lower ends of the web
Q14. Diameter of a rivet hole is made larger than the diameter of the rivet by
(A) 1.0 mm for rivet diameter upto 12 mm
(B) 1.5 mm for rivet diameter exceeding 25 mm
(C) 2.0 mm for rivet diameter over 25 mm
(D) None of these
Answer: (C) 2.0 mm for rivet diameter over 25 mm
Q15. Rolled steel angle sections are classified as
(A) Equal angles
(B) Unequal angles
(C) Bulb angles
(D) All the above
Answer: (D) All the above
Design of Steel Structures MCQ SET wise with Answers
- Design of Steel Structures MCQ SET-1
- Design of Steel Structures MCQ SET-2
- Design of Steel Structures MCQ SET-3
- Design of Steel Structures MCQ SET-4
- Design of Steel Structures MCQ SET-5
- Design of Steel Structures MCQ SET-6
- Design of Steel Structures MCQ SET-7
- Design of Steel Structures MCQ SET-8
- Design of Steel Structures MCQ SET-9
- Design of Steel Structures MCQ SET-10
- Design of Steel Structures MCQ SET-11
- Design of Steel Structures MCQ SET-12
- Design of Steel Structures MCQ SET-13
- Design of Steel Structures MCQ SET-14
- Design of Steel Structures MCQ SET-15
- Design of Steel Structures MCQ SET-16
- Design of Steel Structures MCQ SET-17
- Design of Steel Structures MCQ SET-18
- Design of Steel Structures MCQ SET-19
- Design of Steel Structures MCQ SET-20
- Design of Steel Structures MCQ SET-21
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