A deble engle shape is shore lo $50-002$The steel is $236,$ Fy $-248$ Mia rid Fu $-400)$ MIlo. Diaoieter of the bolis is $20.$mm$.$ Properties of $11.200$ & $200$ x $12$ mmA $-1691$ mm$*$thickoeis $-12$ mm Keiticion fictor U$-0,801.$ Determine the design tensile strength considering tilock shear $1336\mathrm{.}34$ KNb $1986\mathrm{.}72$ KNJ$.1906,12$ INpeemine the slowable tensite strongth oomideringyielding failure:: $1504\mathrm{.}23$ kNC$.139604$ KN$6\mathrm{.}3312$ kNd$.3008\mathrm{.}45$ INSD$-001$Determine the design tensilestrenth condideringlocalized rapture failure. a $1986\mathrm{.}72$ kNa $1906,72$ KN$0,2256\mathrm{.}335$kNd $2094\mathrm{.}0644$Determine the allowable tensile strength considering block shear.a$.1906\mathrm{.}72$ KNg$.3312$ kNb$.1304,23$ KNd$.3008\mathrm{.}45$ KN$5.$ Compute the design tensile strength of the connection.