Questions asked in SSC JE 2008 Exam (Design of steel structures)

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

2008

1. Net sectional area of a tension member is equal to its gross sectional area

a) Plus the area or rivet holes

b) Divided by the area of the rivet holes

c) Multiplied by the area of the rivet holes

d) Minus the area of the rivet holes

2. A tension member, if subjected to possible reversal of stress due to wind, the slenderness ration of member should not exceed

a) 126

b) 200

c) 250

d) 350

3. To the calculated area of cover plates of a buildup beam. an allowance for rivet holes to be added is

a) 10%

b) 13 %

c) 15 %

d) 18 %

4. The web plate is called unstiffened if the ratio of the depth and thickness is less than

a) 35

b) 50

c) 60

d) 85

5. According to IS 800-1962 the permissible bending stress in steel slab plate is

a) 1500 kg/cm2

b) 1420 kg/cm2

c) 2125 kg/cm2

d) 1890 kg/cm2

6. the method of design of steel framework for greatest rigidity and economy in weight is known as

a) Simple design

b) Semi rigid design

c) Fully rigid design

d) None of these

7. A beam is defined as a structural member subjected to

a) Axial loading

b) Transverse loading

c) Axial and transverse loading

d) None of these