Design of Steel Structures Part 2

Design of Steel Structures Part 2

Category –EE Online Test

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

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.

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

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
D. All the above.

A. steel work
B. material fastened to steel work
C. material supported permanently
D. all the above.

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

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

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

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

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

Q11. The axial load on column which results in a slight deflected shape of column is called
D. Any of these

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)

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

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

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