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- Principles of Statics
- Equilibrium of Force System
- Analysis of Structures
- Friction
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Centroids and Centers of Gravity
- 705 Centroid of parabolic segment by integration
- 706 Centroid of quarter circle by integration
- 707 Centroid of quarter ellipse by integration
- 708 Centroid and area of spandrel by integration
- 709 Centroid of the area bounded by one arc of sine curve and the x-axis
- 714 Inverted T-section | Centroid of Composite Figure
- 715 Semicircle and Triangle | Centroid of Composite Figure
- 716 Semicircular Arc and Lines | Centroid of Composite Figure
- 717 Symmetrical Arcs and a Line | Centroid of Composite Line
- 718 Square and Triangles | Centroid of Composite Area
- 719 Closed Straight Lines | Centroid of Composite Lines
- 720 Two triangles | Centroid of Composite Area
- 721 Increasing the width of flange to lower the centroid of inverted T-beam
- 722 Semicircle and quarter circle | Centroid of composite area
- 723 Rectangle, quarter circle and triangle | Centroid of Composite Area
- 724 Rectangle, semicircle, quarter-circle, and triangle | Centroid of Composite Area
- 725 Centroid of windlift of airplane wing | Centroid of area
- 726 Area enclosed by parabola and straigh line | Centroid of Composite Area
- Moment of Inertia and Radius of Gyration
- Dynamics
- Force Systems in Space
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for x2, why is it (1/2)(12)
for x2, why is it (1/2)(12) and not (2/3)(12)?
Based on the formula for
In reply to for x2, why is it (1/2)(12) by Anonymous (not verified)
Based on the formula for centroids, solving for x in an equilateral triangle will only equate to zero if it is placed along the origin. Therefore, we are just going to figure out the distance of the triangle from the origin.