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c) If the cross-section of the beam is as shown in Figure 2.2, calculate the location of the centroid C with respect to the bottom of the cross-section and the moment of inertia about the centroidal axis x. 2.00 in. 4.00 in. 1.50 in. y 1.50 in. 2.00 in. 0.75 in. <-1.50 in. 0.75 in. 2.00 in. Figure 2.2 Cross-section X

c) If the cross-section of the beam is as shown in Figure 2.2, calculate the location of the centroid C with respect to the bottom of the cross-section and the moment of inertia about the centroidal axis x. 2.00 in. 4.00 in. 1.50 in. y 1.50 in. 2.00 in. 0.75 in. <-1.50 in. 0.75 in. 2.00 in. Figure 2.2 Cross-section X

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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W2 -6 ft- hinge 6 ft W₁ B -4 ft 5 kip Figure 2.1 - Compound beam c) If the cross-section of the beam is as shown in Figure 2.2, calculate the location of the centroid C with respect to the bottom of the cross-section and the moment of inertia about the centroidal axis x. E 4 ft- 2.00 in. 4.00 in. 1.50 in. C y 1.50 in. 2.00 in. 0.75 in. -1.50 in. 0.75 in. 2.00 in. Figure 2.2 Cross-section X
Transcribed Image Text:W2 -6 ft- hinge 6 ft W₁ B -4 ft 5 kip Figure 2.1 - Compound beam c) If the cross-section of the beam is as shown in Figure 2.2, calculate the location of the centroid C with respect to the bottom of the cross-section and the moment of inertia about the centroidal axis x. E 4 ft- 2.00 in. 4.00 in. 1.50 in. C y 1.50 in. 2.00 in. 0.75 in. -1.50 in. 0.75 in. 2.00 in. Figure 2.2 Cross-section X
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