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700 kN C- Diagram for Question 3 6 m A tower used for a highline is shown in the figure at the left. If it is subjected to a

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700 KN equi libmU m 6m RA, 700 KN 0 仨 RE1400 KA - 1400 kN 700 KN FBD at joiot A tan b,-t 48 re FAD 2.3 fm sm.lar banlk, pup、F60 at jont E m Symme bE e,-15 , 75. 96 37 Fore鈚;); bvium Condition fr om Solving (3) get. De 1124. 1g kN ( Compre Phon) ForCalcula bon of Cro5s- Sectonal area S FAB ะ 962.05 kn (Tension FA 659.96 kw (Ten Sion) Fsc 1443. 089 N CTen sion) Bo -583. 27

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