45 h Oil 10 cm Hinge 80 cm Water C B F 40 cm Figure Q2 (b)

Q: The frame is used to support the wood deck in a residential building. Calculate and illustrate the…

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Q: Question: Given: a = 0.4 m b=0.1 m A B F₁ = 800 Kn 0.7 m F₂ = 912 kN 1 m M₁ = 400 kNm 1) Find the…

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Q: A simply supported rectangular beam of length 6.45m has a width of 437.5mm and an effective depth…

A: Given data:- Length of rectangular beam,  L=6.45 m Width of rectangular beam, b=437.5 mm Effective…

Q: Figure 5 shows a parabolic arch hinge at both ends with a span of 60 m and rise 12 m from the…

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Q: Support reactions will be found in the gerber beam whose loading condition is given in the figure.…

A: B is a sliding joint. Since we know that in a sliding joint there is only one reaction in the…

Q: Question: Given: a = 0.4 m b=0.1 m •A •B M, F₁ = 800 kN 0.7 m 1 m F₂ = 915 kN M₁ = 400 kNm 1) Find…

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Q: A₂ with 4 d 30° com

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Q: find the reaction forces

A: Given Data  Determine the support reaction.

Q: 2 kip/ft 6 in 10 in В 16 in E• D. 40 kip 16 in 5 ft 5ft 10 ft The simply-supported beam-column above…

A: Given:- The simply supported beam is loaded with uniform load and an axial load The magnitude of the…

Q: 5.86 The 3 × 4-m side AB of a tank is hinged at its bottom A and is held in place by a thin rod BC.…

A: The 3×4 m side AB of tank is hinged at its bottom A and is held in place by a thin rod BC. Maximum…

Q: 5.6 The masses of the person and the diving board are 54 kg and 36 kg, respectively. Assume that…

A: GivenMass 36 and 54 kGSpanTo find out Reactions FBD

Q: if M = 10.5 kip.ft , determine the maximum bending stress in the beam

A: I=112BH3-112bh3I=1128103-112683=410.67in4

Q: 5. For a fluid at rest, the shear stress is zero. 6. Newton's law of viscosity for a fluid states…

A: As per guidelines we need to answer only 1st question so repost rest question separately

Q: Question: Given: a = 0.4 m b=0.1 m F₁ = 800 kN •A •В B 0.7 m F₂ = 915 kN 1 m M₁ = 400 kNm 1) Find…

A: a = 0.4 mb = 0.1 mF1 = 800 kNF2 = 915 kN1) Shear force at point A (VA) =?2) Bending moment at point…

Open Channel Flow

Open channel flow is a branch of fluid mechanics. It deals with the flow of fluid in an open conduit or free surface. In an open channel flow, gravity induces the flow of water whose surface is open to the air. This flow is free-falling rather than confined in rigid body conduits. The open channel flow depends upon two parameters that are the cross-section of the conduit and the velocity profile. Practical examples of open channel flow are streams, rivers, canals, and other drainage systems.In open channel flow, the cross-sectional area of at least one of the sides is exposed to air, and the surface of water faces atmospheric pressure. This flow is also known as free gravity flow. The cross-sectional area of the conduit can be either man-made or a natural channel. For instance, the flow in rivers and streams are natural conduits, and the flow in a canal and sanitary systems are man-made or engineered channels.