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Consider the following statements with respect to proportioning of flanges in a plate girder and identify the correct option. Statement A: Whe
Question

Consider the following statements with respect to proportioning of flanges in a plate
girder and identify the correct option.
Statement A: When the moment-resisting capacity of a plate girder is to be increased, the
flange cover plates may be provided over the flange angles.
Statement B: The flange plates shall be thicker than the flange angles in a riveted/bolted plate girder.

A.

Statement A is correct, but statement B is incorrect.

B.

Both the statements are correct.

C.

Both the statements are incorrect.

D.

Statement B is correct, but statement A is incorrect.

Correct option is A


Plate girder are typically used as long-span floor girders in buildings, as bridge girders, and as crane girders in industrial structures.
• Plate girders are at their most impressive in modern bridge construction where main spans of well over zoom are feasible, with corresponding cross-section depths, launched over the supports, in the range of 5-10 m.
• When moment resisting capacity of the plate girder has to be increased, flange cover plates are provided over flange angles. The moment of inertia and consequently the moment resisting capacity of the girder is increased considerably as the flange cover plates are at the greatest distance from neutral axis.
• The flange cover plates should not be thicker than the flange angles in riveted/bolted connections. Hence, if necessary more than oneplate may be required. It is preferred that all cover plates should have same or less thickness than flange angle.

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