Questions asked in SSC JE 2005 Exam (Design of steel structures)

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Up coming soon- SSC JE previous years paper from 2001 to 2019

2005

1. The shape factor for a rectangular 

section is equal to

a) 1.00

b) 1.50

c) 2.34

d) 1.70

2. For steel construction where secondary effects, are considered without wind or earthquake loads the permissible stresses on the members or connections, as specified, may be exceeded.

a) 25 percent

b) 33 percent

c) 33.33 percent

d) 40 percent



3. In calculating area to be deducted forbolts of 36 mm diameter, the diameter of the hole shall be taken as
a) 37.5 mm
b) 36.0 mm
c) 38.0 mm
d) 38.5 mm

4. The maximum slenderness ratio of a tension member, as per the code, shallnot exceed
a) 300
b) 180
c) 400
d) 450

5. As per the code, the slenderness ratio of the lacing bars for compression members should not exceed.
a) 80
b) 100
c) 145
d) 225

6. For field rivets the maximum permissible stresses in rivets and bolts as given in the code are reduced by
a) 5 percent
b) 10 percent
c) 15 percent
d) 20 percent

7. As per the code, the permissible stress in axial tension in N/mm2, on the net effective area of the sections shall not exceed (where fy is the minimum yield stress in N/mm2.)
a) 0.5 fy
b) 0.6 fy
c) 0.75 fy
d) 0.8 fy