Please answer correctly, if it is incorrect or not in the answer bank I will dislike, However, if it is correct I will like and I will have others like too. answer bank is listed below, this is for each question Please answer all questions or I will dislike too.

Note: For this problem, use the buckling formula from the lecture with C$=1\mathrm{.}2$ for fixed$-$fixed supports and C$=1$ for pin$-$pin supports. You do not need to check for the Johnson formula.

Group of answer choices

use E$=207$GPa

$[$ Choose $]0\mathrm{.}000553$ in$25,198$ lb$4,011$ lb$14,965$ lb$500$ lb$0\mathrm{.}000211$ in$22,156$ lb$10,780$ lb$333\mathrm{.}3$ lb$544\mathrm{.}3$ lb$0\mathrm{.}00335$ in$19,258$ lb$640\mathrm{.}5$ lb$833\mathrm{.}3$ lb$1,615$ lb$0\mathrm{.}000864$ in$0\mathrm{.}0214$ in$111$ lb$0\mathrm{.}001524$ in$0\mathrm{.}00627$ in$6,422\mathrm{.}2$ lb$$

Force F$\_$DE

Deflection of point A

Critical buckling load