Design the UB for following parameters:

$1$ Section Modulus

$2$ Nominal Section Moment Capacity

$3$ Shear Capacity

$4$ Bearing Capacity

$5$ Bearing Buckling Capacity

Provided Data:

$bs=100mm$

$Ze=897*{10}^3$

WII$=30\mathrm{.}5K\frac{n}{m}$

Section is compact.

UNIVERSAL BEAM $-360-50\mathrm{.}7$kg$/$m

Depth $($Overall Height$)$: $356$ mm

Flange Width: $171$ mm

Flange Thickness: $11\mathrm{.}5$ mm

Web Thickness: $7\mathrm{.}3$ mm

Root Radius: $11\mathrm{.}4$ mm

Depth between flanges: $333$ mm

Weight: $50\mathrm{.}700K\frac{G}{M}TR$

Geometry & Section Properties