Ans: $($a$)-5704\mathrm{.}11$psi, $0,8405\mathrm{.}14$psi, $($b$)6023\mathrm{.}79$psi, $-11727\mathrm{.}91$psi, $($c$)5\mathrm{.}98,4\mathrm{.}26$; $2\mathrm{.}49,($e$)-49511\mathrm{.}7$psi, $0,-6884\mathrm{.}05$psi, $($f$)939\mathrm{.}33$psi, $-50451\mathrm{.}034$psi, $($g$)38\mathrm{.}32,0\mathrm{.}991$; $0\mathrm{.}966.$A solid bar with an outside diameter D $=1\mathrm{.}25$in is loaded as shown. It is made of a material with an ultimate tensile strength of $36\mathrm{.}0$ksi and an ultimate compressive strength of $50\mathrm{.}0$ksi. $($a$)$ calculate the individual stress components in location H and superimpose them into the combined plane stress state at H$.$ Show your combined stress results on a properly oriented plane stress element,$($b$)$ for location H calculate principal stresses,$($c$)$ for location H: $1)$ determine the factors of safety predicted by the maximum normal$-$stress theory. According to the MNST does the barfail? $2)$ determine the factor of safety predicted by the Mohrs failure criterion. According to MFC does the bar fail?$($d$)$ for location H on a common or separate axis draw the stress envelopes $($failure diagram$($s$))$ for both theories indicating all stress values as well as the load lines,$($e$)$ calculate the individual stress components in location K and superimpose them into the combined plane stress state at K$.$ Show your combined stress results on a properly oriented plane stress element,$($f$)$ for location K calculate principal stresses,$($g$)$ for location K: $1)$ determine the factors of safety predicted by the maximum normal$-$stress theory. According to the MNSTdoes the bar fail? $2)$ determine the factor of safety predicted by the Mohrs failure criterion. According to MFC does the bar fail?$($h$)$ for location K on a common or separate axis draw the stress envelopes $($failure diagram$($s$))$ for both theories indicating all stress values as well as the load lines.