Engineering - Civil Enginnering
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43. |
The web crippling due to excessive bearing stress can be avoided by
|
A. |
increasing the web thickness |
B.
|
providing suitable stiffeners |
C.
|
increasing the length of the bearing plates
|
D.
|
none of the above
|
|
Answer: Option C
Explanation:
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44. |
As per IS : 800, for compression flange, the out stand of flange plates should not exceed where t = thickness of thinnest flange plate
|
A. |
121 |
B.
|
161 |
C.
|
201
|
D.
|
251
|
|
Answer: Option B
Explanation:
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45. |
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds where t is thickness of web
|
A. |
501 |
B.
|
851 |
C.
|
200t
|
D.
|
2501
|
|
Answer: Option B
Explanation:
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46. |
Bearing stiffener in a plate girder is used to
|
A. |
transfer the load from the top flange to the bottom one |
B.
|
prevent buckling of web |
C.
|
decrease the effective depth of web
|
D.
|
prevent excessive deflection
|
|
Answer: Option B
Explanation:
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47. |
The forces acting on the web splice of a plate girder are
|
A. |
axial forces |
B.
|
shear and axial forces |
C.
|
shear and bending forces
|
D.
|
axial and bending forces
|
|
Answer: Option C
Explanation:
|
48. |
Gantry girders are designed to resist
|
A. |
lateral loads |
B.
|
longitudinal loads and vertical loads |
C.
|
lateral, longitudinal and vertical loads
|
D.
|
lateral and longitudinal loads
|
|
Answer: Option C
Explanation:
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