160) The allowable tensile stress in structural mild steel plates for steel tank is assumed as

95.0 MPa on net area

105.5 MPa on net area

105.5 MPa on gross area

150.0 MPa on gross area

Answer is:

105.5 MPa on net area

Structural Engineering II MCQ with Answers

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161) Steel tanks are mainly designed for

weight of tank

wind pressure

water pressure

earthquake forces

Answer is:

water pressure

162) Which of the following sections should preferably be used at places where torsion occurs

angle section

channel section

box type section

any of the above

Answer is:

box type section

163) The capacity of the smallest pressed steel tank is

1000 litre

1650 litre

1950 litre

2450 litre

Answer is:

1950 litre

164) The bracing between two columns of a steel tank will be designed to resist

horizontal shear due to wind or earthquake only

horizontal, shear due to wind or earthquake + 2.5% of column loads

column loads + 2.5% of horizontal shear due to wind or earthquake

column loads + full horizontal shear due to wind or earthquake

Answer is:

horizontal, shear due to wind or earthquake + 2.5% of column loads

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160) The allowable tensile stress in structural mild steel plates for steel tank is assumed as

105.5 MPa on net area

Structural Engineering II MCQ with Answers

Related Structural Engineering II MCQ with Answers

161) Steel tanks are mainly designed for

water pressure

162) Which of the following sections should preferably be used at places where torsion occurs

box type section

163) The capacity of the smallest pressed steel tank is

1950 litre

164) The bracing between two columns of a steel tank will be designed to resist

horizontal, shear due to wind or earthquake + 2.5% of column loads

Structural Engineering II MCQ with Answers