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Your answer is partially correct. Try again. A simple pin-connected truss is loaded and supported as shown in the figure. All

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Removing Supports C - & K T VIR lol tamos a 0 = 27.9° tau a = 9 7 = 41.989 .. 0 tension cecompressive equilibrium equation EMat node B FBc FBC sin 41989=27128 FBC = 40.78 K © * 2=4)1980 3030k 1 27128k Дар - - FAG O&t= = Fe бас- FAc Az Ix (4,752-(4.75

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