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A steel I-beam is suppose to be used as a beam, however, it was found out that the cross section cannot resist the demand. Hence, a steel C-section is added at the top to increase the capacity against flexure as shown. I'

A steel I-beam is suppose to be used as a beam, however, it was found out that the cross section cannot resist the demand. Hence, a steel C-section is added at the top to increase the capacity against flexure as shown. I'

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For the I - beam:

  • Flange width is 329 mm.
  • Flange thickness is 24 mm.
  • Web height is 289 mm.
  • Web thickness is 38 mm.

For the C-section:

  • Flange width is 52 mm.
  • Flange thickness is 34 mm.
  • Web height is 489 mm.
  • Web thickness is 28 mm.

Would you kindly help me find the centroidal moment of inertia for both the X and Y axes based on these dimensions? Thank you!

A steel I-beam is suppose to be used as a beam, however, it was found out that the cross section cannot resist the demand. Hence, a steel C-section is added at the top to increase the capacity against flexure as shown. I'
Transcribed Image Text:A steel I-beam is suppose to be used as a beam, however, it was found out that the cross section cannot resist the demand. Hence, a steel C-section is added at the top to increase the capacity against flexure as shown. I'
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