Skip to main content

Principal MI of section with trapezoidal cut-out

Short answer

Centroid at (6.000, 7.091) m. Due to symmetry about vertical axis, I_xy=0, so centroidal axes are principal. I_x=1084, I_y=1600 m^4. Principal moments: I_max=1600 m^4 (vertical axis), I_min=1084 m^4 (horizontal axis).

Determine the principle moment of inertia about centroidal axis and locate the principle axes for the section shown in figure below. [Figure: rectangular block with horizontal dimensions 2 m, 3 m, 2 m, 3 m, 2 m (total 12 m [as marked]) and vertical dimensions 3 m (top) and 9 m, with a trapezoidal slot cut from the bottom to the top.]

Dimensions and assumptions (read from the figure):

  • Dimensions in m. Block 12 × 12 (x 0 to 12, y 0 to 12). Trapezoidal slot from the bottom edge: vertices (2,0), (10,0), (7,9), (5,9), removed (3 m of solid left above the slot).

Properties of the parts (x, y measured from the reference origin; IGI_G about the part's own centroid; area in m2m^2, I in m4m^4)

PartSignAxˉ\bar xyˉ\bar yIx,GI_{x,G}Iy,GI_{y,G}Ixy,GI_{xy,G}
Block 12×12+144.0144.06.0006.000172817281728172800
Trapezoid slot−45.0045.006.0003.600267.3267.3127.5127.500

Centroid

A=∑Ai=99.00 m2Xˉ=∑AixiA=594.099.00=6.000 mYˉ=∑AiyiA=702.099.00=7.091 m\begin{aligned} A &= \sum A_i = 99.00\ \text{m}^2 \\ \bar X &= \frac{\sum A_i x_i}{A} = \frac{594.0}{99.00} = 6.000\ \text{m} \\ \bar Y &= \frac{\sum A_i y_i}{A} = \frac{702.0}{99.00} = 7.091\ \text{m} \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
Block 12×12 (+)189918991728172800
Trapezoid slot (−)−815.7-815.7−127.5-127.500
Total about centroid108410841600160000

Principal moments of inertia and principal axes

Imax,min=Ix+Iy2±(Ix−Iy2)2+Ixy2=1342±258.4Imax=1600 m4,Imin=1084 m4\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} \\ &= 1342\pm258.4 \\ I_{max} &= 1600\ \text{m}^4,\qquad I_{min} = 1084\ \text{m}^4 \end{aligned}

Orientation: tan⁡2θp=−2IxyIx−Iy=0−516.8=0\tan 2\theta_p = \dfrac{-2I_{xy}}{I_x-I_y} = \dfrac{0}{-516.8} = 0, so 2θp=0∘2\theta_p = 0^\circ or 180∘180^\circ; since Iy>IxI_y > I_x, the maximum is about the vertical axis.

  • The axis of ImaxI_{max} is the vertical centroidal axis x = 6 m (at 90° to the +x axis), and the axis of IminI_{min} is the horizontal centroidal axis y = 7.091 m (0°), both passing through the centroid (6.000, 7.091) measured from the reference origin.

The section is symmetrical about the vertical axis x = 6 m, so Ixy=0I_{xy} = 0 and the centroidal x and y axes are themselves the principal axes.

Answer: Imax=1600 m4I_{max} = 1600\ \text{m}^4 (about the vertical centroidal axis), Imin=1084 m4I_{min} = 1084\ \text{m}^4 (about the horizontal centroidal axis); the principal axes are the centroidal y and x axes through (6.000, 7.091).

✓ Answer checked by Claude Opus 5.5 (high effort)

All Strength of Materials chapter 2 questions →