10. The cross-sectional area of a wide-flange I-beam has the dimensions shown. Obtain a close approximation of the moment of inertia about the centroidal x-axis by treating the section as being composed of three rectangles. 16.25" 0.380" - 7.073" 0.628"
10. The cross-sectional area of a wide-flange I-beam has the dimensions shown. Obtain a close approximation of the moment of inertia about the centroidal x-axis by treating the section as being composed of three rectangles. 16.25" 0.380" - 7.073" 0.628"
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:10. The cross-sectional area of a wide-flange I-beam
has the dimensions shown. Obtain a close
approximation of the moment of inertia about the
centroidal x-axis by treating the section as being
composed of three rectangles.
y
16.25"
0.380"
- 7.073"
0.628"
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