of the shear stress from cartesian to spherical coordi ynamics of the tensor on a spherical geometry.

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A: ρ1= 1.5(1000)= 1500 kg/m3PA= 110 kN/m2= 110000 N/m2ρ2= 0.5(1000)= 500 kg/m3PB= 216 kN/m2= 216000…

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Q: 27. Load on member ED O A. 9.05 KN (C) OB. 9.50 KN (T) O C. 10.2 KN (T) O D. 11.3 KN (C)

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Q: Problem 2: Determine the internal normal force (P), shear force (V), and moment acting in the beam…

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