|(0) 2,5 m (3) (A) (4) (1) (2) L₁21m L₁ Figure 5. Schematic view of the installation I (5) (6) (7) ImL-1 m 0,5 m (8)

Q: The closed tank contains oil (SG=0,8) ,water and air with the air pressure (gage) of po = 500 Pa at…

A: Draw pressure diagram as shownP1=500pap2=0.8×9810×0.82=3139.2pap3=9810×0.82=3924pa

Q: Consider two pipes made of same material having diameter D and d and of equal length L. If these…

A: - Diameter of the first pipe ()- Diameter of the second pipe ()- Length of both pipes ()- Discharge…

Q: In fi. If h1= 1 m, h2=. 0.5 m. what is the pressure at. A ?(. SG1= 0.7, S.G2= 0.8) s.g.1 h2

A:

Q: Given laminar fully developed flow in an elliptical duct of semiaxes a and b. Show that, for a given…

A: Question is based on the  flow is fully laminar. For a given pressure gradient, the flow rate per…

Q: 5. Determine the velocity and pressure at sections 2 and 3 if the water flows steadily through the…

A:

Q: Water flows through a horizontal bend in the (x, y)-plane and discharges into the atmosphere as a…

A:

Q: A water tank has a right-triangular panel near the bottom, as in Figure 2. Omitting Pa, find and…

A:

Q: Draw below and a free body diagram for the whole aysterm shown write three equilibrium equations. A…

A: To Determine Three equilibrium equations and Draw the free body diagram.

Q: A closed tank filled with water is rotated about a vertical axi D=4 ft, o = 10 rad/s. Find: Pressure…

A: Given:- D=4ft w=10rad/sec To find:- Pressure at bottom of center of tank

Q: Consider a fluid flow between two parallel fixed plates 5 cm apart. The velocity distribution for…

A:

Q: Derive hf with respect to Q of the following empirical equation below. Consider that the circular…

A: Given data- Empirical equations are given- V=0.849 C R0.63 S0.54V=1/nR2/3S1/2 To Find- It is needed…

Q: 2) Assuming uniform velocity profiles, find the force F needed to hold the plug in the pipe shown in…

A:

Q: Water flows into a tank and out through another pipe, as shown in the figure below. The water in the…

A: Surface area of tank, Asurface = 5.6 m2 Discharge input, Qi= 0.26 m3/s Discharge outlet, Qo= 0.05…

Q: city in the tube for the two situations given below.

A: Take the properties of water at temperature at 15°C    ρ= 998.95 Kg/m3   v = 1.1555 ×10-4 m2/s

Q: As shown in the figure compute the amount and location of the vertical and horizontal components of…

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Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.