1. Is there a difference between the values of the nozzle velocity (vn) and the jet velocity (v₁)? Why?
Q: Design a lintel over an opening of 3.5 m. The lintel is made in a wall 400 mm thick. The lintel has…
A:
Q: For a normally consolidated insensitive clay angle of friction_CD = 30°. Deviator stress at failure…
A: Given data: ϕ=30∘σd=250 kN/m2A=0.62ϕ'=?
Q: In the figure shown, there are 38 meters of 5-cm diameter pipe, 23 meters of 15-cm diameter pipe,…
A: friction loss : The time period friction loss (or frictional loss) has some distinctive meanings,…
Q: single-span which carries a uniform load of 26 kN/m applied on the narrow side of the beam has an…
A:
Q: B 3 m A 4 m D C 4 m E P
A:
Q: Design an I-section purlin, for an industrial building situated in the outskirts of Allahabad, to…
A:
Q: Draw the shear and moment diagrams for the following beam. (Show all your work including finding the…
A:
Q: Your assigned problem: With a total flow of 14 cfs, determine the division of flow and the head loss…
A: In this question of pipe network is given which is in parallel flow and we are asked to find out the…
Q: Determine the maximum shear (v) and moment(m) of the beam. And sketch the shear force and bending…
A:
Q: An assembly consisting of an outer steel tube and inner brass rod is compressed with a load P = 125…
A:
Q: Determine void ratio Porosity=0.142
A: Given data : The value of porosity=n n=0.142 Required : Void ratio
Q: Design a lintel over an opening of 3.5 m. The lintel is made in a wall 400 mm thick. The lintel has…
A:
Q: loading w 1 The overhanging beam is supported at A and B and has a uniformly distributed 15.8 kN/m…
A: Maximum shear force can be determined from Shear force Diagram (SFD). Using method of section to…
Q: 1. ■ EXAMPLE 11.2 Calculate the station of the BC and EC. You are given the following information: A…
A: Tangent length (T) = RTan(∆/2) Length of Curve( L) = πR∆/180° Station BC = Station PI - T Station…
Q: A 500ft vertical curve has its PVI at elevation 371.25ft. The initial and final grades are 3.4% and…
A:
Q: A field technician submits the results of a sand cone test for review. Prior to the test, the…
A:
Q: Design the spacing of 12mm diameter rebars along the short direction (midspan) of a 4m x 5m and…
A: Given: 12 mm dia bars 4mX5m slab design along short direction 150 mm thickness DL = 4 kPa, LL = 4.8…
Q: • The horizontal and vertical support reactions exerted by the ground on the base AB of the dam. .…
A:
Q: An undisturbed soil sample, 100 mm in diameter and 200 mm high, was tested in a triaxial machine.…
A:
Q: 1.50 The cylindrical steel column has an outer diameter of 4 in. and inner diame- ter of 3.5 in. The…
A:
Q: 1. EXAMPLE 11.2 Calculate the station of the BC and EC. You are given the following information:…
A: Deflection angle, ∆=12°51'Radius of curve, R=400mThe station of point of intersection, PI=0+241.782
Q: Q-2: Use the method of consistent deformations to analyze the beam shown in Fig. 2. And draw the…
A:
Q: A certain roadway designed to have a speed limit of 45mph. If the superelevation is 8 and the…
A:
Q: Soil Mechanics Provide solution and diagram. A direct shear test, when conducted on a remolded…
A: Option (C) is correct.
Q: SFD and BMD. Locate points of cont the elastic curve and compute the de 8 kN 8 kN 20 kN-m C
A:
Q: Situation 9: A steel plate is 250 mm wide and 10 mm thick with 4 bolts (22mm dia) cut into the plate…
A:
Q: Solve each problem using the method of least work.
A:
Q: The T-intersection has 1,746 collision incidents over the last three years. Determine the accident…
A:
Q: Using the Strength method, design (the dimension) of a 4 m simply supported rectangular beam for…
A: Solution: Given: span = 4 m DL = 25 kN/m LL = 30 kN m fc = 28 MPa fy = 420 MPa db = 32 mm γc =…
Q: Design a lintel over an opening of 3.5 m. The lintel is made in a wall 400 mm thick. The lintel has…
A:
Q: consistency of soil.
A: To Define: Consistency of soil
Q: A simply supported steel beam of channel-type cross section is loaded by both the uniformly…
A:
Q: Q-1: Use double integration method to find the deflection at the pin C and the slope at roller…
A:
Q: Plate #5 Spacing of Rivets Problem #1 The combination section shown consists of a wide flange and a…
A:
Q: A slab is supported on columns spaced at 6 m c/c apart in both directions. The sizes of the column…
A:
Q: Situation 3: A steel plate is 300 mm wide and 10 mm thick with 4 bolts (22mm dia.) cut into the…
A:
Q: A consolidated drained tri-axial test was conducted on normally consolidated clay. The results were:…
A:
Q: Solve each problem using the method of least work. Problem I Calculate the reactions on the frame…
A: Method of least work method Σ ∫ (M/EI) ( ∂M / ∂VD ) = 0 VD = redundant force
Q: Design an l-section purlin, for an industrial building situated in the outskirts of Allahabad, to…
A:
Q: 4 k/im 6m 4. Unsymmetrical Welded Plate Girder 200 10 kN 300 型下 I
A:
Q: 1. A member is formed by connecting a steel bar to an aluminum bar is shown. Assuming that the bars…
A:
Q: All the tension/compression members of the frame structure shown in the figure are pin-jointed and…
A:
Q: A specimen of rock was subjected to a tension force of (10 kN) which tends an axial deformation of…
A:
Q: d. What is the maximum negative shear at C due to this load? e. What is the maximum positive…
A:
Q: The cross-section notes shown below are for a ground excavation for a 8m wide roadway. STA 23+500…
A:
Q: An undisturbed soil sample, 100 mm in diameter and 200 mm high, was tested in a triaxial machine.…
A: NoTE- I already answered this question but again uploading with some changes.
Q: - Determine elongation of conical tapered bar applied load P on circular faces
A: To find: Elongation in conical tapered bar with load P on circular faces Since load applied is on…
Q: Subject: Soil Mechanics Please provide a solution and diagram In a consolidation test the following…
A:
Q: Choose the most economical alternative in disposing non-hazardous chemical sludge using (c) Annual…
A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…
Q: Q5. Describe pycnometer method for determining water content of soil.
A:
Step by step
Solved in 2 steps
- I'm looking for a conclusion based on this given result from the hydrostatic pressure on plane surface 1. PARTIAL IMMERSION Trials 1 2 3 Total weight on arm M (grams) 50 g 100 g 150 g Depth of Water y (mm) 49 mm 65 mm 80 mm Force on End Surface (experimental) (N) 734.41 N 1512.76 N 2334.59 N Force on End Surface (theoretical) (N) 883,267,875 N 1,554,271,875 N 2,354,400,000 N Depth of Center of Pressure (mm) 16.33 mm 12.67 mm 26.67 mm 2. COMPLETE IMMERSION Trials 1 2 3 Total weight on arm M (grams) 250 g 300 g 450 g Depth of Water y (mm) 109 mm 122 mm 160 mm Force on End Surface (experimental) (N) 4109.31 N 5009.00 N 7704.15 N Force on End Surface (theoretical) (N) 4,340,925,000 N 5,297,400,000 N 8,093,250,000 N Depth of Center of Pressure (mm) 73.12 mm 83.57 mm 117.58 mmA rectangular tank 3 m x 4 m is 5 m high with 2 orifices placed at a vertical distances of 0.5 m and 1m from the bottom respectively. Both orifices are 100 mm diameter with C=0.607. Determine the: show complete solution a. How long will it take to lower the water at tank by 2 m in seconds?b. How long will it take for the water surface to be at the same level as the upper orifice in seconds?A storage tank has vertical sides and is filled with water to a depth of 1.5 m. On top of the water is found an additional layer of oil (SG = 0.8) with a thickness of 0.5 m. Assuming a unit thickness into the page, calculate the following: (a) Resultant force on the wall of the tank due to the fluids? (b) Moment caused by the fluids along the wall at the base of the tank?
- A cylindrical tank having a diameter of 1.5 m and a height of 4 m is open at one end and close at the other end. It is placed below the water surface with its open end down. How deep below the water surface should the tank be placed if the depth of the water inside the tank is 1.8 m? a.6.0 cm b.5.90cm c.6.25cm d.7.0cm show your complete solutionWater is flowing into a frustum of a conical vessel 2 m high at 100 liters per minute. The vessel had a radii of 1.0 m and 1.5 m at the bottom and top respectively. Find the height of water when the water surface is rising at 25.72 mm/min. a. 44 cm b. 45 cm c. 46 cm d. 47 cmHydraulics 6. Determine the Reynolds number of a 0.40 cubic meter per second oil of Gs=0.80 and an absolute viscosity of 0.025 Pa.s thru a 450 mm diameter pipe.
- What height of a column of a special gage liquid (sp. gr. = 2.95) exert the same pressure as a column of oil 4.5 meters high (sp.gr. = 1.19)? a. 1.58 m b. 1.28 m c. 1.85 m d. 1.82 mA wooden block (40 cm wide (b), 20 cm long (h) and 15 cm deep) floats on the seawater (specific gravity, sg = 1.025) with a depth of immersion is 12 cm. Calculate the position of metacentre, MG and justify the stability of block with the aid of sketch.Water flows from a large reservoir A to a lower large reservoir B through 291 m of smooth sloped piping as shown in the drawing. Both reservoirs have their surfaces open to the open air, the specific mass of the water is 998 kg/m³ and the kinematic viscosity of the water is equal to 0.00000101 m²/s. The internal diameter of the pipe is 0.091 m and the average velocity of water flowing through this pipe is 2 m/s. Neglecting the localized head losses of the tube inlet and outlet in the reservoirs, calculate the difference in the dimensions of the reservoir surfaces in m necessary to maintain the average flow velocity in the tube at this given value of 2 m/s. Suggestion: Use the explicit S.E. Haaland equation for the calculation of the friction factor.
- Length of Pipe 1 = 300 m Length of Pipe 2 = 240 m Length of Pipe 3 = 210 m Length of Pipe 4 = 450 m *Pipe 2 and Pipe 3 are parallel Diameter of Pipe 1 = 200 mm Diameter of Pipe 2 = 150 mm Diameter of Pipe 4 = 250 mm discharge of the pipe system = 45 Liters/second Total hf = 8 meters f= 0.02 What is the diameter of Pipe 3? (in mm)A pressure gage 7.0 m above the bottom of a tank containing a liquid reads 64.94 kPa; another gage at height 4.0 m reads 87.53 kPa. Compute the specific weight and mass density of the fluid.Find the coefficient of volume compressibility in ft2/ton. CHOICES A. 0.057 ft2/ton B. 0.063 ft2/ton C. 0.029 ft2/ton D. 0.045 ft2/ton