Engineers use a structure's area moment of inertia to describe how well it resists load stresses. A beam with a higher area moment of inertia is less likely to bend or deflect when a load applies a force to it. Calculus determines this second moment of inertia for irregularly shaped beams. Rectangular beams, however, offer a simple formula for determining their moments of inertia. Calculate an I-beam's second moment of inertia by dividing it into sections and calculating each one's inertia.
Raise the length of either of the I-beam's flanges to the power of three. If, for instance, each of the flanges are 6 inches long: 6 ^ 3 = 216.
Multiply this answer by each flange's width. If each flange is 0.75 inches wide: 216 x 0.75 = 162.
Multiply this answer by 2 to account for the two flanges: 162 x 2 = 324.
Raise the distance between the flanges, which is the length of the webbing, to the power of 3. If, for instance, this distance equals 8 inches: 8 ^ 3 = 512.
Multiply this answer by the width of the webbing. If the webbing is 0.75 inches wide: 512 x 0.75 = 384.
Add the answers to Steps 3 and 5: 324 + 384 = 708.
Divide this answer by 12: 708 / 12 = 59. The result is the I-beam's area moment of inertia, measured in inches raised to the power of 4.