6. What is the gauge pressure at pint A, Y1 = 10 kN/m? A] Y2 = 25 kN/m3 %3D 50 cm h 10 cm Figure Inclined piezometer tube. 4. 50 cm-
Q: In the figure below, the velocity at point A is 18 m/s. Determine the pressure at b in kPa. Use the…
A: Unit weight of water = 9.807 kNm3 Velocity = 18ms We have to find pressure at B
Q: An open can of water is subjected to an upward acceleration of 4.50 m/s2. What is the pressure at a…
A: Given: The acceleration is 4.50 m/sec2. The depth is 1.50 m.
Q: Q2 12 m Concrete dam Water 1.5 m water 5 m Impervious clay Figure P4.18 A sketch of a flownet under…
A: As per guidelines we need to answer only first question so please repost rest question separately
Q: A pipe bend has a cross sectional area of 0.01 m2 at inlet and 0.0025 m2 at outlet. It bends 900…
A: Consider the free body diagram of the given 90° pipe bend as shown below. Area at inlet, A1=0.01 m2…
Q: 1.) An open horizontal tank, 1.5m high, 2m wide, and 5m long is full of oil (sp gr= 0.9). It is…
A:
Q: Q3. A vertical wall (5 m long) has a fluid (sp. Gravity 0.8) on one side and another fluid (sp.…
A:
Q: The top portion of a 4 m diameter horizontal pipe is submerged in water, 5 m below the liquid…
A:
Q: The vertical plate shown below is submerged in vinegar (s.g. = 0.85). a. Compute for the magnitude…
A:
Q: c. Figure 2.1 shows a rectangular plate 0.6 m wide and 1.2 m deep lying within a water body such…
A:
Q: Determine the pressure in kPa at the following points: 1. Point 1 2. Point 2 3. Point A r0opten 4ECm…
A:
Q: H.WA pipe bend has a cross sectional area of 0.01 m² at inlet and 0.0025 m² at outlet. It bends 90°…
A:
Q: A circular plate 5.01 m diameter is immersed in such a way that its greatest and least depth below…
A:
Q: Given the soil conditions below, plot the pressure diagram, find the theoretical depth of…
A: Standard penetration test: The standard penetration test is carried in in situ conditions. This is…
Q: What is the pressure at the bottom of the disk? Unit weight of water is 9.79 kN/m³. 3m 0.6
A:
Q: A shear force of V = 260 kN is applied to the rectangular tube shape shown in Figure E9.9-1.…
A:
Q: Given the soil conditions below, plot the pressure diagram, find the theoretical depth of…
A: Standard penetration test: Standard penetration test is generally used to test the properties of the…
Q: 4pts In the dam figure with assumed 1 meter strip: water depth D=9m, dam height H=12m, and dam base…
A:
Q: 14. The upper and lower edges of a square amina of length 4 m are at a depths of 1 m and 3 m…
A: To find: Total pressure on lamina
Q: An open circular tank of 20 cm diameter and 100 cm long contains water upto a height of 60 cm. The…
A: Given: Diameter, D = 20 cm Length, L = 100 cm Height of water, H = 60 cm Speed, N = 300 rpm
Q: 9.5 A cut is made in stiff saturated clay that is underlain by a layer of sand. (See Figure 9.10).…
A:
Q: A pressure of 35 m of head of water is equal a. 34.40 kN/m² b. 343.40 kN/m² O c. 3500 kN/m² d.…
A:
Q: 39) According to Boussinesque's theory, under the application of a point load of 100 kN on the…
A: The given data is: Point load (Q) = 100 kN Vertical stress (σz) = 47.75 kN/m2
Q: A rectangular plane, 1.2 m by 1.8 m is submerged in water and makes an angle of 30 degrees with the…
A:
Q: 1. What is the pressure at the center of pipe B? -y = 10 kN/m3 7= 20 kN/m3 50 cm 50 cm 10 cm
A:
Q: Figure 2.1 shows a rectangular plate 0.6 m wide and 1.2 m deep lying within a water body such that…
A: x¯ = 0.7 + 0.6sin45°x¯ = 0.7 + 0.424x¯ = 1.124 m xp = x¯+IGGsin2θAx¯xp = 1.124 +…
Q: Q3 [25 p). Water in a horizontal channel accelerates smoothly over a bump and then undergoes a…
A:
Q: 30 kN 30 kN 30 kN 20 kN - C E 4 m B F2m m 2 m- -2 m-–2 m- EA = constant E= 200 GPa A = 5000 mm?…
A: this is the frame we have to analyze for better understanding I've renamed the nodes as A=1, B=5,…
Q: 14. The upper and lower edges of a square lamina of length 4 m are at a depths of 1 m and 3 m…
A: To determine the total pressure force acting on the square lamina. Given, Length of the square…
Q: An upward flow of oil (mass density 800 kg/m³, dynamic viscosity (0.8 kg/m-s) takes place under…
A:
Q: Q2. A circular plate 1.2 m in diameter is submerged in water, with its greatest and least depths…
A:
Q: Q3 hydraulic jump, as in below figure. If yı=1 m and ys-40 cm, estimate a) V1, V3 b) the bump height…
A:
Q: What is the gage pressure at A? in
A: To find pressure at point A
Q: Determine the depth of the center of pressure on a plane rectangular surface of 1 m wide and 3 m…
A:
Q: PART 4 3.5 m Based on the masonry dam shown, compute the V w. s distance of the vertical 7.3 m 6 m…
A: Vertical reaction is equal to weight of dam
Q: A is 70kpa, S.G.=1.5, L=1m and the dome weighs 5000N).
A: Given:- Liquid S=1.5 dome weight=5000N pressure at A is 70kpa S.G.=1.5 L=1m To find:- Indicate…
Q: The U-tube of Figure A contains mercury (s = 13.6) and given an acceleration of 1.22 m/s to the…
A:
Q: 14. The upper and lower edges of a square lamina of length 4 m are at a depths of 1 m and 3 m…
A:
Q: 4. In a vertically submerged plane surface, pressure at evbery point remains same a) True b) False
A:
Q: 2. If the velocity at point A is 25 meters per second, compute for the velocity at point C and the…
A: let pressure at point A is atmosphericthen gauge pressure pA=0elevation at A ZA=1+20=21 mand…
Q: Determine the difference in pressure (kPa) between A and B. a= 4.06 meters b= 2.96 meters
A:
Q: A rectangular plane, 1.2 m by 1.8 m is submerged in water and makes an angle of 30° with the…
A:
Q: Determine the vertical displacement at point B. I5 KN 6 kN/m 2EI EI EI 2.0 m 4.0 m 2.0 m Vo 8.0 m.
A:
Q: For a pitot tube, the stagnation pressure head is 6.8 m, the static pressure head is 5 m, Cy = 0.9…
A:
Q: Determine the difference in pressure (kPa) between A and B. a= 4.89 meters b= 1.49 meters
A: Here a=4.89m b=1.49m Calculate the pressure difference between A and B.
Q: 1. The greatest and the least depth of a circular plate of 4 m diameter from the free surface of…
A: Given Data : depth of circular plate = 4m diameter from free surface = 3m and 1m
Q: Q.4 Calculate the temperature, hydrostatic pressure, lithostatie pressure, and the effective…
A: Since you have asked multiple questions, we will solve the first question for you. If you want any…
Q: The closed tank shown in Fig.(1) is 5 m wide. Calculate: (a) the gage pressure Pair , (b) the…
A: Pressure at 5 m depth = Pair+Gγwh = 35 kPa = 35×103 N/m2 35×103 = 1.2×9.81×5+PairPair=-23.86 kPa
Q: A hollow circular plate of 2m external diameter and 1m internal diameter is immersed vertically in…
A:
Q: 2. Hydraulic gradient line takes into consideration a) potential and kinetic heads only b) potential…
A: The hydraulic gradient line: It's the line that shows the pressure head (p/w) of a flowing fluid in…
![6. What is the gauge pressure at pint A,
Y1 = 10 kN/m?
A]
Y2 = 25 kN/m3
%3D
50 cm
10 cm
Figure Inclined piezometer tube.
4.
-50 cm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F694d3836-1f06-4530-87e7-1fadb24691fc%2F473b474e-4a35-4eef-a7fe-79a340ae65ae%2F6pitsk_processed.jpeg&w=3840&q=75)
Trending now
This is a popular solution!
Step by step
Solved in 2 steps with 2 images
- Determine the following: a. Enclosed Area Given is a thin-walled tube with the following data: Wall thickness- 3mm b. Perimeter of the thin walled tube c. Shear flow Torque is 900 N.m Length of the thin walled tube is 1.2 m. Use G=24 GPa for aluminium d. Shear stress e. Angle of twist RI00.00 E RS0.00 0, B 400.00 Unit: mmIn the figure shown below: P₂ 4. Find P₁. 150 mm 5. Find P₂. a. 47.421 kPa b. 36.156 kPa % finer (by weight) SG-10 a. 41.156 kPa c. 32.198 kPa b. 38.259 kPa d. 28.471 kPa 6. Find the height of equivalent liquid 2 at 100 atmospheric pressure. a. 0.92 m b. 1.25 m SITUATION 3: Given the graph of soil A, B, C. SOIL C 80 c. 44.145 kPa d. 33.681 kPa c. 1.03 m d. 0.78 m SOIL B SOIL A 1.0 0.1 Particle Size in mm, D 0.01 9. Find the gradient coefficient of soil A. a. 0.745 c. 0.609 b. 0.575 d. 0.677 10. Find the gradient coefficient of soil B. a. 1.125 c. 1.238 b. 1.013 d. 0.956 11. Find the gradient coefficient of soil C. a. 0.7613 c. 0.4412 b. 0.5112 d. 0.6006A hollow circular tube is subjected to a tension force of 30 KN, a tensile stress of 20 MPa was recorded.lf the outer diameter of the tube is 100 mm, the inner diameter will be eqaual to. a. 93.95 mm O b. 89.95 mm C. 85.95 mm o d. 91.95 mm
- A hoop shrunk onto a hallow tube exert a contact pressure of 3 ksi on the tube. An internal pressure of 10 ksi is then applied to the tube. The inner and outer radii of the tube are 1.5 in and 2.5 in, and 2.5 in and 4 in for the hoop. What is the maximum tangential strss in the tube after application of internal pressure? Also plot tangential stress variation diagram across the section.Q.2 Compute the madinum Value of EIy at the midspin between R. d R, of the beam.showninhig 2kN/m zk/m 2m A 3m R. 力、Two parallel plates kept 295mm a part have laminar flow of oil . The lower plate is stationary and the upper plate is moving with 4.75m/s . find: a- velocity distribution formula. b- The value and position of the maximum velocity. c- The discharge per meter width. d- The shear stress at the plates. e- The difference in pressure between two points 50m apart. f- The velocity gradient at the plates. g- The velocity at 130 mm. Assume viscosity of oil to be 24.5 poise.
- 1. *A propped cantilever has a 2m overhang. The beam has a load of 2W applied half way between the fixed support and the roller support and a load of W applied at the free end. What is the minimum value of W that will cause the beam to collapse? The beam has the cross-section shown below. The yield stress is 300 MPa. 75 mm 15 mm 300 mm 2W C D 15 mm 250 mm 15 mm, 2m B + 2m 2mConsider the beam shown in the figure. a. Determine the Maximum Tensile Flexural Stress. b. Determine the Maximum Vertical Shear Stress. 20KN/m ↓ ↓ ↓ 2M ↑ Com 200mm 200m ↓ 기 200mm 2m ] [ 20AMA line was recorded as 1750.00 meters long. The standard tape weighs0.65 kg , 30.00m long at 20°C under a 50N pull. During the actualobservation the temperature was 5°C and the tape was suspended undera 75N pull. It was also found that the tape is 3.00mm too long. If the linewas inclined at 3%. E = 200GPa, A = 2.50mm² and the coefficient of linearexpansion is 0.0000116 m/°C.(a) What is the actual inclined distance?(b) What is the actual horizontal distance.
- ll Turk Telekom LTE 09:32 %37 CE 316_Final Ex... Page 4 of S Question 5 (25%) Please calculate the anchor force if the horizontal spacing of the anchors is sa = 2m. Solve the system only for force equilibrium. |(Use Rankine Earth Pressure Theory) Ka = (1-sinp)/(1+sino) P. = 6,K, – 20(K.)os Kp = 1/Ka Pp = 0'K, + 2c(Kp)0.5 7 q = 30 kPa Im 150 Sm Medium Dense Sand Ydo. =Yut = 18 kN/m³ c =0 kPa. O = 36° 2m Page SofsDETERMINE THE VALUE OF "P" SUCH THAT RAY IS TWICE AS MUCH THE VALUE OF RBY. DEFINE THE VALUES OF SUPPORTS. 4.50 KM/m •ZKYM ZKN 1A 2.25m 0.00m 0.50 m 0. 20 0.75m P XB8: Calculate frictional drag. Placed longitudinally in a stream of oil having the tree stream veloity of 6 m/sec. Also find the thickness of Boundary layer and the shear stress, at on a plate 0.15m wide & 0.45m long the the trailing edge. "Specific gravity of oil is 0.97 & 19 = 0.9×154 mil see.