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Principal MI and orientation of Z-type section

Short answer

I_max = 894.4 cm^4, I_min = 105.6 cm^4 about centroid. Principal axes: -24.76° (I_max) and 65.24° (I_min) from +x axis.

Calculate the principal moments of inertia of the section given in figure and their orientation. Assume horizontal and vertical axes to be the given x and y axes and the bottom left corner of the section to be the origin for the purpose of your calculation. [Figure: section made of a vertical left strip 12 cm high, a top flange, and a bottom flange; widths 6 cm, 8 cm and 10 cm overall; flange thicknesses 4 cm (top) and 2 cm (bottom); inner dimensions 6 cm and 8 cm.]

Dimensions and assumptions (read from the figure):

  • Dimensions in cm; origin O at the bottom-left corner. Bottom flange 6 × 2 (x 0 to 6, y 0 to 2); web 2 wide (x 4 to 6) from y = 2 to 8 (inner height 6); top flange 6 × 4 (x 4 to 10, y 8 to 12). Overall 10 wide, 12 high.

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}
Bottom flange 6×2+12.0012.003.0001.0004.0004.00036.0036.0000
Web 2×6+12.0012.005.0005.00036.0036.004.0004.00000
Top flange 6×4+24.0024.007.00010.0032.0032.0072.0072.0000

Centroid

A=∑Ai=48.00 cm2Xˉ=∑AixiA=264.048.00=5.500 cmYˉ=∑AiyiA=312.048.00=6.500 cm\begin{aligned} A &= \sum A_i = 48.00\ \text{cm}^2 \\ \bar X &= \frac{\sum A_i x_i}{A} = \frac{264.0}{48.00} = 5.500\ \text{cm} \\ \bar Y &= \frac{\sum A_i y_i}{A} = \frac{312.0}{48.00} = 6.500\ \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
Bottom flange 6×2 (+)367.0367.0111.0111.0165.0165.0
Web 2×6 (+)63.0063.007.0007.0009.0009.000
Top flange 6×4 (+)326.0326.0126.0126.0126.0126.0
Total about centroid756.0756.0244.0244.0300.0300.0

Principal moments of inertia and principal axes

Imax,min=Ix+Iy2±(Ix−Iy2)2+Ixy2=500.0±394.4Imax=894.4 cm4,Imin=105.6 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} \\ &= 500.0\pm394.4 \\ I_{max} &= 894.4\ \text{cm}^4,\qquad I_{min} = 105.6\ \text{cm}^4 \end{aligned}

Orientation: tan⁡2θp=−2IxyIx−Iy=−600.0512.0\tan 2\theta_p = \dfrac{-2I_{xy}}{I_x-I_y} = \dfrac{-600.0}{512.0}, so 2θp=−49.52∘2\theta_p = -49.52^\circ (and 130.48∘130.48^\circ).

  • The axis of ImaxI_{max} makes -24.76° with the +x axis (anticlockwise positive); the axis of IminI_{min} is at 65.24° (perpendicular), both passing through the centroid (5.500, 6.500) measured from the reference origin.

Values about the given origin

About the axes through the origin O: Ix=2784I_x = 2784, Iy=1696I_y = 1696, Ixy=2016 cm4I_{xy} = 2016\ \text{cm}^4 (see parts table with the parallel-axis theorem). Principal values about O: Imax=4328I_{max} = 4328, Imin=151.9I_{min} = 151.9 at -37.45° to the x axis.

Answer: Imax=894.4 cm4I_{max} = 894.4\ \text{cm}^4, Imin=105.6 cm4I_{min} = 105.6\ \text{cm}^4; principal axes through the centroid at -24.76° (for ImaxI_{max}) and 65.24° (for IminI_{min}) from the +x axis.

✓ Answer checked by Claude Opus 5.5 (high effort)

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