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'
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.5.3P
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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!
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