A tension bending component with two hinged ends, length $l=4m,$ with a section of rolled $H-$sh aped steel HM$600$x$300$ and steel Q$235.$ The for ce is shown in the figure below, $P=2000kN,$ wit hout considering the weight of the member, an $d$ there is no weakening of the cross$-$section. A nalyze whether the cross$-$sectional strength of $t$ he component meets the design requirements. $($ f $y=235\frac{N}{m}m2,f=215\frac{N}{m}m2($t $216mm205\frac{N}{m}m2($t $2>16mm$