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Analyze the truss shown in Figure below using flexibility method of analysis. Take EA as constant. Note: P1= 25.84 kips P2= 34.45 kips T 15

Analyze the truss shown in Figure below using flexibility method of analysis. Take EA as constant.

Note:
P1= 25.84 kips
P2= 34.45 kips

T 15 ft 15 ft 15 ft P1 P1 P1 P2 -15 ft P2

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