Questions asked in SSC JE 2004 Exam (Design of steel structures)

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2004

1. In the plate girder, the vertical stiffeners are provided when the ratio of clear depth to the thickness of web exceeds.

a) 50

b) 85

c) 65

d) 75

2. The effective length of battened columns is increased by

a) 5%

b) 10%

c) 15%

d) 20%

3. The maximum spacing of tacking rivets is

a) 500 mm

b) 750 mm

c) 1000 mm

d) 1500 mm

4. The economic spacing of a roof truss 

depends upon the 

a) cost of purlins and cost of roof coverings

b) Cost of roof covering and dead loads

c) Dead loads and live loads

d) Live loads and cost of purlins

5. The maximum slenderness ratio for tension member shall not exceed

a) 180

b) 300

c) 350

d) 400

6. Rolled steel sections are classified

a) Equal angles

b) Unequal angles

c) Bulb angles

d) All the above

7. Ties are load carrying members of a frame which are subjected to

a) Transverse loads

b) Axial tension loads

c) Axial compression loads

d) Torsional loads

8. In fillet weld,the weakest section is the 

a) Smaller side of the fillet

b) Throat of the fillet

c) Side perpendicular to force

d) Side parallel to force