6.62 This bend discharges water (p = 1000 kg/m³) into the atmosphere at section 2. Determine the force components at the flange required to hold the bend in place. The bend lies in a hori- zontal plane. Assume viscous forces are negligible. The interior volume of the bend is 0.25 m³, D₁ = 60 cm, D₂ = 10 cm, and V₂ = 15 m/s. The mass of the bend material is 250 kg. Answer D₁ V₂ Problem 6.62 D2 60°
6.62 This bend discharges water (p = 1000 kg/m³) into the atmosphere at section 2. Determine the force components at the flange required to hold the bend in place. The bend lies in a hori- zontal plane. Assume viscous forces are negligible. The interior volume of the bend is 0.25 m³, D₁ = 60 cm, D₂ = 10 cm, and V₂ = 15 m/s. The mass of the bend material is 250 kg. Answer D₁ V₂ Problem 6.62 D2 60°
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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