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3. Determine the forces in members BC, CD, and BD, and state whether each is in tension or compression. Note: the truss is su

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J18.434 FCD х С. B Gy D F HY AY 300 300 300 EMH -0, Ay x 60 300 x 45-300x30 300 x 15 = 0 450 lb Method of section cut section450 - 300 + Frosin45° + FBC s1918.43 Feo sin45t Bc sin18.43° = -150 lb 1 > Fx 20 Foe of FBccos 18:43 + Fed cos45° = FBC cos

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