Civil Engineering - Steel Structure Design

16.
Stiffeners are used in a plate girder
to reduce the compressive stress
to reduce the shear stress
to take the bearing stress
to avoid buckling of web plate.
Answer: Option
Explanation:
No answer description is available. Let's discuss.

17.
The channels get twisted symmetrically with regard to its axis
parallel to flanges
parallel to web
perpendicular to flanges
perpendicular to web.
Answer: Option
Explanation:
No answer description is available. Let's discuss.

18.
The stiff portion of a bearing stiffener is taken equal to
depth of the beam
th depth of the beam
depth of the beam
depth of the beam.
Answer: Option
Explanation:
No answer description is available. Let's discuss.

19.
Effective length of a column effectively held in position at both ends and restrained in direction at one end, is
L
0.67 L
0.85 L
1.5 L
2 L
Answer: Option
Explanation:
No answer description is available. Let's discuss.

20.
The strength of ISA 125 = 75 x 10 mm used as a tie member with its longer leg connected at the ends by 27 mm diameter rivets, is
26,000 kg
26,025 kg
26,050 kg
26,075 kg
27,000 kg
Answer: Option
Explanation:
No answer description is available. Let's discuss.