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ISRO CE Quiz 2 : Design of Steel Structures

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Question 1

Lacing of compound steel columns

Question 2

Consider the following statements:
Compared to mild steel, aluminium has
1) lesser ductility
2) lesser value of Young’s modulus
3) lesser tensile strength
4) no definite yield point
Which of these statements are correct?

Question 3

Consider the following statements about provision of sag rods:
1) Sag rods reduce span length of purlin in the weak direction.
2) Sag rods are installed in the plane of the roof.
3) Ridge purlin is subject to vertical components of sag rods on either side of slope.
Which of these statements are correct?

Question 4

Lug angles

Question 5

The batten plates used to connect the components of a built-up column are designed to resist.

Question 6

In laced columns, end tie-plates are provided to

Question 7

The slenderness ratio of lacing bars should not exceed

Question 8

What is the maximum permissible slenderness ratio of a major compression member which undergoes reversal of stress due to wind load?

Question 9

In ISMC 400 channels placed back to back at a spacing of 26 cm carry an axial load of 160 tonnes. The lacing system should be designed to resist a transverse shear of

Question 10

Which one of the following values represents the maximum slenderness ratio of any connection member which normally acts as a tie in a roof truss but can be subjected to possible reversal of stresses from the action of wind or seismic force?
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Jun 8ESE & GATE CE