$2.)$ GIVEN: Composite Steel Section Properties

Grade $50$ steel wide flange section, W$14$x$211$ combined with $C1020,$

orientated as shown below $($symmetric about vertical axis$)$

NOTE: Channel is laid sideways, so the steel table values are flipped $($ x$-$axis for $y-$axis$),$ so adjust your calculations accordingly for $\frac{I_x}{I_y}$ and $\frac{x}{y}$

USE the AISC steel manual tables $($attached$)$ for shape properties and

dimensions $($i$.$e$.$ do not break down into simple rectangular shapes$)$

Use imperial $($US$)$ units

FIND:

a$.)$ Centroid of the composite cross sectional area, $\stackrel{}{x}\frac{\text{\&}}{b}ar(Y)$

b$.)$ Moments of Inertia, $I_x$&$I_y,$ relative to the centroidal axisGIVEN: Composite Steel Section Properties $10$ points $$ Grade $50$ steel wide flange section,