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## Q1. If the area of cross-section of a single angle discontinuous strut is 30 cm2 and allowable working stress corresponding to its slenderness ratio is 625 kg/cm2, the safe load carrying capacity of the member, is

(A) 10 tonnes

(B) 12 tonnes

(C) 15 tonnes

(D) 18 tonnes

Answer: (C) 15 tonnes

## Q2. For simply supported beams, the maximum permitted deflection, is

(A) 1/325 of the span

(B) 1/350 of the span

(C) 1/375 of the span

(D) 1/400 of the span

Answer: (A) 1/325 of the span

## Q3. With usual notations of the letters, the shear stress fs at any point of the cross-section is given by

(A) fs =FQ/It

(B) fs =Ft/IQ

(C) fs =It/FQ

(D) fs =IF/Qt

Answer: (A) fs =FQ/It

## Q4. The ratio of plastic section modulus to elastic section modulus

(A) Is equal to 1

(B) Is always less than 1

(C) Is always greater than 1

(D) Can be less than 1

Answer: (C) Is always greater than 1

## Q5. Minimum spacing of vertical stiffeners is limited to

(A) d/4

(B) d/3

(C) d/2

(D) 2d/3

Where d is the distance between flange angles

Answer: (B) d/3

## Q6. According to IS Specifications, the maximum pitch of rivets in compression is

(A) Lesser of 200 mm and 12 t

(B) Lesser of 200 mm and 16 t

(C) Lesser of 300 mm and 32 t

(D) Lesser of 3 00 mm and 24 t

Where ‘t’ is thickness of thinnest outside plate or angle

Answer: (A) Lesser of 200 mm and 12 t

## Q7. Bulb angles are used in

(A) Column building

(B) Bridge building

(C) Ship building

(D) Water tank building

Answer: (C) Ship building

## Q8. The rolled steel I-sections are most commonly used as beams because these provide

(A) Large moment of inertia with less cross-sectional area

(B) Large moment of resistance as compared to other section

(C) Greater lateral stability

(D) All the above

Answer: (D) All the above

## Q9. Poisson’s ratio for steel within elastic limit, ranges from

(A) 0.15 to 0.20

(B) 0.25 to 0.24

(C) 0.25 to 0.33

(D) 0.33 to 0.35

Answer: (C) 0.25 to 0.33

## Q10. The diameter of a bolt hole is taken as the nominal diameter of the bolt plus

(A) 1.0 mm

(B) 1.2 mm

(C) 1.4 mm

(D) 1.6 mm

Answer: (D) 1.6 mm

## Q11. If P is the wind pressure in kg/cm2, v is the velocity in km/hour and K is a constant of proportionality, then

(A) P = K/v2

(B) v = K/P2

(C) P = Kv2

(D) P = Kv

Answer: (C) P = Kv2

## Q12. The minimum width B of a solid casing for a cased beam, is equal to

(A) B = b + 25 mm

(B) B = b + 50 mm

(C) B = b + 75 mm

(D) B = b + 100 mm

Answer: (D) B = b + 100 mm

## Q13. The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

(A) 4.5 mm

(B) 6 mm

(C) 8 mm

(D) 10 mm

Answer: (C) 8 mm

## Q14. As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

(A) 4 zones

(B) 5 zones

(C) 6 zones

(D) 7 zones

Answer: (C) 6 zones

## Q15. Horizontal stiffener in a plate girder is provided to safeguard against

(A) Shear buckling of web plate

(B) Compression buckling of web plate

(C) Yielding

(D) All of the above

Answer: (B) Compression buckling of web plate

## 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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