Design of Steel Structures Part 2

Design of Steel Structures Part 2

Design of Steel Structures Part 2

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Attempt Free Design of Steel Structures Part 2 Here. Read The Important Electrical MCQ From Below.

Q1. When the depth of a plate girder is at least n times the depth of vertical leg of the flange angles, the girder is known as deep plate girder, if n is.
A. 2
B. 4
C. 6
D. 8

Answer : D

Q2. Rise of a Jack arch is kept about.
A. 1/2 to 1/3 of the span
B. 1/3 to 1/4 of the span
C. 1/4 to 1/8 of the span
D. 1/8 to 1/12 of the span.

Answer : D

Design of Steel Structures Part 2

Q3. Maximum permissible slenderness ratio of compression members which carry dead and superimposed load, is.
A. 350
B. 250
C. 180
D. 80

Answer : C

Q4. Pick up the correct statement from the following:
A. Loaded columns are supported on column bases
B. Column bases transmit the column load to the concrete foundation
C. Column load is spread over a large area on concrete
D. All the above.

Answer : D

Q5. On steel structures the dead load is the weight of.
A. steel work
B. material fastened to steel work
C. material supported permanently
D. all the above.

Answer : D

Design of Steel Structures Part 2

Q6. A web plate is called unstiffened if the ratio of clear depth to thickness is less than.
A. 35
B. 50
C. 60
D. 85

Answer : D

Q7. The percentage of sulphur in structural steel is restricted to
A. 0.055
B. 0.15
C. 0.55
D. 0.75

Answer : A

Q8. For rivet diameter upto 25 mm the diameter of rivet hole is larger than the diameter of rivet by
A. 1 mm
B. 5 mm
C. 2 mm
D. 2.5 mm

Answer : B

Design of Steel Structures Part 2

Q9. The imaginary line along which rivets are to be placed is known as
A. Rivet line
B. Gauge line
C. Scrieve line
D. Back line

Answer : D

Q10. Fillet weld is not used for joining the parts, when the angle between fusion faces is
A. Greater than 120°
B. Less than 60°
C. Both are correct
D. Both are wrong

Answer : C

Q11. The axial load on column which results in a slight deflected shape of column is called
A. Critical load
B. Crippling load
C. Buckling load
D. Any of these

Answer : D

Design of Steel Structures Part 2

Q12. The main beam is a beam which supports
A. Floor construction
B. Joists
C. Secondary beam
D. Both (B) and (C)

Answer : D

Q13. The deep structural members subjected to transverse loads are called
A. Beam
B. Columns
C. Plate girders
D. Trusses

Answer : C

Design of Steel Structures Part 2

Q14. One cubic metre of teak wood weighs approximately
A. 200 kg
B. 625 kg
C. 1250 kg
D. 1800 kg

Answer : B

Q15. The deflection of a beam may be reduced by
A. Decreasing the depth of beam
B. Increasing the span
C. Providing greater end restraint
D. Any of the above

Answer : C