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Principal MI of quarter circle and triangle section (cm)

Short answer

I_max = 82655 cm⁴, I_min = 21947 cm⁴. Principal axes through the centroid (13.46, 10.51 cm) are at 57.47° (I_max) and -32.53° (I_min) from the +x axis.

Determine principal moment of inertia about the centroidal axis of following figure. [Figure: composite section: a quarter of a circle of radius 15 cm on top left, a rectangle below it 15 cm wide and 15 cm high, and a right-angled triangle on the right with base 30 cm and the same 15 cm height; vertical dimensions 15 cm and 15 cm, horizontal dimensions 15 cm and 30 cm.]

Dimensions and assumptions (read from the figure):

  • Dimensions in cm. Rectangle 15 × 15 (x 0 to 15, y 0 to 15); quarter circle of radius 15 above it with centre at (0, 15); right-angled triangle on the right: vertices (15,0), (45,0), (15,15).

Properties of the parts (x, y measured from the reference origin; IGI_G about the part's own centroid; area in cm2cm^2, I in cm4cm^4)

PartSignAxˉ\bar xyˉ\bar yIx,GI_{x,G}Iy,GI_{y,G}Ixy,GI_{xy,G}
Rectangle 15×15+225.0225.07.5007.500421942194219421900
Quarter circle r = 15+176.7176.76.36621.372778277827782778−833.8-833.8
Triangle+225.0225.025.005.000281228121125011250−2812-2812

Centroid

A=∑Ai=626.7 cm2Xˉ=∑AixiA=8438626.7=13.46 cmYˉ=∑AiyiA=6588626.7=10.51 cm\begin{aligned} A &= \sum A_i = 626.7\ \text{cm}^2 \\ \bar X &= \frac{\sum A_i x_i}{A} = \frac{8438}{626.7} = 13.46\ \text{cm} \\ \bar Y &= \frac{\sum A_i y_i}{A} = \frac{6588}{626.7} = 10.51\ \text{cm} \end{aligned}

Moments and product of inertia about the centroidal axes

With dx=xi−Xˉd_x = x_i-\bar X, dy=yi−Yˉd_y = y_i-\bar Y and the parallel-axis theorems Ix=Ix,G+Ady2I_x = I_{x,G}+Ad_y^2, Iy=Iy,G+Adx2I_y = I_{y,G}+Ad_x^2, Ixy=Ixy,G+AdxdyI_{xy} = I_{xy,G}+Ad_xd_y:

PartIx,G+Ady2I_{x,G}+A d_y^2Iy,G+Adx2I_{y,G}+A d_x^2Ixy,G+AdxdyI_{xy,G}+A d_x d_y
Rectangle 15×15 (+)62606260122191221940424042
Quarter circle r = 15 (+)23596235961167911679−14446-14446
Triangle (+)964996494119841198−17121-17121
Total about centroid39506395066509665096−27526-27526

Principal moments of inertia and principal axes

Imax,min=Ix+Iy2±(Ix−Iy2)2+Ixy2=52301±30354Imax=82655 cm4,Imin=21947 cm4\begin{aligned} I_{max,min} &= \frac{I_x+I_y}{2}\pm\sqrt{\left(\frac{I_x-I_y}{2}\right)^2+I_{xy}^2} \\ &= 52301\pm30354 \\ I_{max} &= 82655\ \text{cm}^4,\qquad I_{min} = 21947\ \text{cm}^4 \end{aligned}

Orientation: tan⁡2θp=−2IxyIx−Iy=55052−25590\tan 2\theta_p = \dfrac{-2I_{xy}}{I_x-I_y} = \dfrac{55052}{-25590}, so 2θp=114.93∘2\theta_p = 114.93^\circ (and −65.07∘-65.07^\circ).

  • The axis of ImaxI_{max} makes 57.47° with the +x axis (anticlockwise positive); the axis of IminI_{min} is at -32.53° (perpendicular), both passing through the centroid (13.46, 10.51) measured from the reference origin.

Answer: Imax=82655 cm4I_{max} = 82655\ \text{cm}^4, Imin=21947 cm4I_{min} = 21947\ \text{cm}^4; principal axes through the centroid at 57.47° (for ImaxI_{max}) and -32.53° (for IminI_{min}) from the +x axis.

✓ Answer checked by Claude Opus 5.5 (high effort)

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