Consider the beam and loading shown. It is given that $\backslash$sigma all $=26\mathrm{.}0$ ksi and $\backslash$tau all $=14\mathrm{.}5$ ksi.

flange shape is W$21\backslash$times $62$ Determine the values to be expected for $\backslash$sigma m$,\backslash$tau m$,$ and the principal stress $\backslash$sigma max at the junction of a flange and the web of the selected beam.

The expected values at B or E are as follows:

$\backslash$sigma m $=$

$10\mathrm{.}015$

ksi

$\backslash$tau m $=$

ksi

$\backslash$sigma max $=$

ksi

The expected values at C or D are as follows:

$\backslash$sigma m $=$

$16\mathrm{.}25$

ksi