ne pressure p, in а. 37.0 b. 40.0 C. 45.2

Q: Determine the vertical displacement at point В. 15 kN 6 kN/m C D 2EI EI EI VA 2.0 m 4.0 m 2.0 m VD…

A:

Q: q = 150 kN/m 92 55° 1.5m 3m 2.7m

A: To find out the magnitude of q2.

Q: Question 1 A steady, incompressible, two-dimensional velocity field is given by V = (-0.65 – 1.3x) i…

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Q: SITUATION. A closed cylinder of radius 10 cm, height of 30 cm is filled with water. If the cylinder…

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Q: The Infinite line load as shown in figure has an Intensity of 600 kN/m. Determine the vertical…

A: Given data  Line load intensity (q) = 600 KN/m  Coordinate of point A  x = 5m and z = 4m

Q: absolute pressure required to lift the column of water

A: Given Height to be lifted ,H= 5m Density , ρ = 1000kg/m³ Atmospheric pressure = 101,325Pa

Q: The collar has velocity of 500 mm/s downward and the speed of the collar is decreasing at a rate of…

A:

Q: SITUATION 8: A trapezoidal channel discharging 20.40 m³/sec at a depth of 1.2m and a base width of…

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Q: Al C 2.5 m 20 KN/m 7.5 m B

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Q: 5. The water is flowing through a taper pipe of length 250m having diameters 750mm at the upper end…

A:

Q: Q3: A square gate (AB) mass (200 kg), resting on smooth bottom (B) and hinge at (A). For what water…

A: Given: Mass of the square gate AB = 200 kg A is hinged Depth of water is 'h' Depth of other liquid =…

Q: Calculate the diameter of vertical pipe needed for flow of liquid at R = 1800 when the pressure…

A: Consider the given data

Q: The overall streamfunction for a particular inviscid 2D flow field is ... В y = f(r,0)= A0+²sin 0…

A: Given a stream function for 2D flow ψ=fr,θ = Aθ+Brsinθ in which A and B are constants that are not…

Q: 80mm Q2/ 20mm 70mm IF : N.A. |= 15.52 mm* V=10 KN 160 mm 110mm Compute the shear at horizontal layer…

A: The shear stress at horizontal layer 20 mm apart from top with layer just in the flange is given by,…

Q: SITUATION 1 As shown, a round viewing window of diameter D = 0.9 m is situated in a large tank of…

A: Find hydrostatic force and centre of pressure

Q: 24. Determine the absolute pressure required to lift the column of water from 5m depth. Assume…

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Q: Determine the vertical displacement at point B. 15 kN 6 kN/m 2EI COO El El VA 2.0 m 4.0 m 2.0 m Vo…

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Q: Water flowing in a horizontal 20-cm-diameter pipe at 8 m/s and 300 kPa gage enters a 90° bend…

A: Given Data: The diameter of the pipe at section 1 is, d1=20 cm The velocity of water at section 1…

Q: A dam discharges water at a rate of 170 cubic meters per second along a flat riverbed that is 10 m…

A: To determine the speed of flow through the hump

Q: Water flows into a vertical cylindrical tank at 12 ??³ /???; the surface rises in 6 ??/???. Find the…

A: Given: The flow rate is 12 ft3/min. The flow velocity is 6 in/min.

Q: Elev, 110' 15 Inv. 102.5 Elev. 127.6 623.5 -1000' 2000' B Inv. 85 Assuming the conduit in the figure…

A: Wrought iron pipe dia =36''f=0.008 for wrought iron

Q: V A₂=0.02 m² 30° 60° A=0.01 m² This planar water (p = 1000 kg/m³) jet is deflected by a fixed vane.…

A:

Q: For the beam shown in TOS-002, calculate the magnitude of the moment at the midspan in kN-m if the…

A: Given: Total length of beam = 9m Required: Moment at midspan

Q: A vertical rectangular plate is submerged half in oil (s = 0.8) and half in %3D water such that its…

A:

Q: Calculate the earth pressure at rest and distance at which the net at rest force acts.

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Q: 5.50 A variable mesh screen produces a linear and axisymmet- ric velocity profile as indicated in…

A: A variable mesh screen produces a linear and axisymmetric velocity profile for the air flow…

Q: SITUATION A Cantilever RC beem with an l-section has the folowing dmensions Width of flanges -…

A: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question and…

Q: 2 m 7 kN/m 4 m- 15 kN PA 20° 10 kN

A: by given question RA+RD=0taking moment about ARD×0.4+7×1×0.5+15×1.2+10×0.2=0RD=-58.75KNRA=58.75KN

Q: If the pressure in the tank of oil (sp gr 0.80) is 60 psi, what is the equivalent head in feet of…

A: Note... 1 psi= 6894.757 N/m2 1 m = 3.28084 ft.

Q: A steel tape (a = 1.300 E−5 per Celsius degrees) measures 200.0 m at 15.00 degrees Celsius. Its…

A: L1= 200 ma = 1.300 E−5 per Celsius degreesTo find:Length

Q: solve for the value  of K, DF, FEM up to  DM1 only

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Q: 18 kN/m 9 kN m В 3 m 1 m

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Q: BLOCK A WITH WEIGHT EQUAL TO 100 N, RESTS ON BLOCK B OF NEGLIGIBLE WEIGHT. THE COEFFICIENT OF STATIC…

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Q: 4 kN 20 kN 18 kN 4 kN/m A D 2m 6m 2m 2m 4m 2m Select one: O a. 17.51 kN-m O b. 10.46 kN-m О с. 12.73…

A: Given:-   Taking EI = Constant

Q: By route A (3.0 km long) point M is 111.200 m higher than point N. By route B (4.0 km long) M is…

A: A Route Survey is characterized just like the necessary help and item that enough finds the arranged…

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.