PART$1$: ANALYSIS

Using ETABS, carry out struEctural analysis for the frame shown and determine:

$\backslash$table$[[,$COLUMNS,BEAM$],[$Ultimate shear $(kN),$AB$,$CD$,],[$Ultimate moment $(kN),,,],[$Ultimate axial load $(kN),,,$Not required$],[$Laterl displacement $(mm),,,]]$

PART $2$: DESIGN

Using ETABS, carry out structural design for the frame shown and determine:

$\backslash$table$[[,$COLUMNS,BEAM$],[,$AB$,$CD$,$BC$],[\backslash$table$[[$Longitudinal area of steel$],[(m{m}^2)$