The rigid beam is supported by a pin at C$.$ ?and an A$-36$ ?steel guy wire AB$.$ ?The wire has a diameter of $500$ ?mm$.$Determine the new length and diametrr of the wire AB$.$ ?Determine also the displasment downwerd of the end B of the beam. E steel$=200$ ?GPaV steel $=0\mathrm{.}32$ ?A$)$ ?Determine the force FAB in the wire AB$.$ ?Determine then the normal stress Op in the wire. $($Hint: to determine the force FAB makes a proper F$.$B$.$D and apply the staticequiations$).$B$)$ ?Determine the normal strain $($gitudinal$)$ ?in the wire AB$.$ ?Then, determine it elongation, Slong, and the new lenght LAB' of the wire.C$)$ ?Determine the lateral normal strain in the wire AB$.$ ?then, calculate its elongation, and finally the new diameter.D$)$ ?Determine the downwerd displasment BB$\text{'}.$

9m 12 m ter. rd of the end B of the beam. Esteel-200 GPa Vsteel = 0.32 (50 par Work the renth with six decemels B BB' = downward disploomes 1000 KN