The Center of Gravity — Question 9

Section 12-3 · Physics pages 1828–1829

Question 9 Ballast must keep the combined center inside the support interval A 20 kg machine has center of gravity at x = .70 m. Its ground support interval is −.50 ≤x ≤.50 m. A point ballast of mass m can be mounted at x = −1.0 m on a massless rigid arm. Gravity is uniform. m 20 kg G Location schematic; the machine mass center and ballast positions are specified in the text. (a) Find the full range of m that keeps the combined gravity projection within the support interval. (b) Interpret both endpoints and distinguish marginal from strict stability against tipping.
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Question 9 - Solution Ballast must keep the combined center inside the support interval m 20 kg G (a) Derivation and calculation With ballast mass m in kilograms, the combined center is xG = 20(.70) + m(−1) 20 + m = 14 −m 20 + m m. Admissible support requires −.5 ≤14 −m 20 + m ≤.5. (b) Result and interpretation Since 20 + m > 0, the upper bound gives 14 −m ≤10 + .5m =⇒ m ≥8 3. The lower bound gives 14 −m ≥−10 −.5m =⇒ m ≤48. Thus 8 3 ≤m ≤48 kg . Use strict inequalities to keep the resultant strictly inside the support footprint. Physical check Too little ballast permits right-edge tipping; excessive ballast can cause left-edge tipping.

Question 9

Ballast must keep the combined center inside the support interval

A 20kg20\,\mathrm{kg} machine has center of gravity at x=.70mx=.70\,\mathrm m. Its ground support interval is −.50≤x≤.50m-.50\le x\le.50\,\mathrm m. A point ballast of mass mm can be mounted at x=−1.0mx=-1.0\,\mathrm m on a massless rigid arm. Gravity is uniform.

Diagram shown in the original SVG worksheet.

  1. Find the full range of mm that keeps the combined gravity projection within the support interval.

  2. Interpret both endpoints and distinguish marginal from strict stability against tipping.

Question 9 - Solution

Ballast must keep the combined center inside the support interval

Diagram shown in the original SVG worksheet.

(a) Derivation and calculation

With ballast mass mm in kilograms, the combined center is xG=20(.70)+m(−1)20+m=14−m20+mm.x_G=\frac{20(.70)+m(-1)}{20+m}=\frac{14-m}{20+m}\ \mathrm m. Admissible support requires −.5≤14−m20+m≤.5.-.5\le\frac{14-m}{20+m}\le.5.

(b) Result and interpretation

Since 20+m>020+m>0, the upper bound gives 14−m≤10+.5m⇒m≥83.14-m\le10+.5m\quad\Longrightarrow\quad m\ge\frac83. The lower bound gives 14−m≥−10−.5m⇒m≤48.14-m\ge-10-.5m\quad\Longrightarrow\quad m\le48. Thus 83≤m≤48kg.\boxed{\frac83\le m\le48\ \mathrm{kg}}. Use strict inequalities to keep the resultant strictly inside the support footprint.

Physical check

Too little ballast permits right-edge tipping; excessive ballast can cause left-edge tipping.