Answer it correctly please. Table 1.1 Fluid Displacement MethodFill in the table with the required quantities. Be consistent with the unit.Express the Volume of Displaced Fluid in 5 decimal places and the Buoyantforce in 2 decimal places. Enter numbers only. (Do not write the unitanymore)ItemsWaterKeroseneBrine SolutionDensity,10008201030P.(kg/m3)VolumeDisplacedfluid,V displacedV (m³)0.00003Buoyantforce, B1(N)of

Answered: Table 1.1 Fluid Displacement Method…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized air in the tank Determine the head loss in the "smooth" pipe in meters if its friction factor is 0.014. *12.9517*99.9358*30.4889*39.5136 What gage pressure p1 in kPa, is needed to provide the given flow rate? *1121 kPa*1692 kPa*1328 kPa*1725 kPa Please answer with complete and detailed solutions. thank you. ASAP
1)Coefficient of elasticity of a fluid E = 200000 t / m²Considering that for 1 Atmosphere (10 t / m²) pressure increase, the ratio of the decrease in the volume of this fluid to the initial volume iswhich one is given correctly?a) 0.00003b) 0.000004c) 0.00005d) 0.00006e) 0.00007 Please write clearly and clearly. thanks in advance
Compute the gage pressure of a gas having an absolute pressure of 40 psia and the atmospheric pressure of 846 mbar, (note: 1bar=100kPa). Note: Use 1kg = 2.205lb Do not write the unit. You will only input the numerical answer in the space provided. Unit of the Correct Answer: psi (lb/in2) Decimal Places required in the final answer: 3
A 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.
Show all problem solution's steps. Direct formula substitution solutions will have NO CREDIT POINTS. 1. A 75 mm diameter fire hose discharges water through a nozzle having a jet diameter of 25 mm. The lost head in the nozzle is 25% of the velocity head in the jet. If the pressure at the base of the nozzle is 625 KPa: compute the discharge in m3/min; the maximum horizontal range to which the stream can be thrown; the maximum vertical reach, and the diameter of the jet at a point two-third of the maximum vertical reach from the tip of the nozzle. Neglect air resistance.
1. In calibrating a 10-mL pipet, a measured volume of water was transferred to a tared flask and weighed, yielding a mass of 9.9814 g. (a) Calculate, with and without correcting for buoyancy, the volume of water delivered by the pipet. Assume that the density of water is 0.99707 g/cm3 and that the density of the weights is 8.40 g/cm3. (b) What are the absolute and relative errors introduced by failing to account for the effect of buoyancy? Is this a significant source of determinate error for the calibration of a pipet? Explain. 2. Repeat the questions in problem 1 for the case when a mass of 0.2500 g is measured for a solid that has a density of 2.50 g/cm3. 3. Is the failure to correct for buoyancy a constant or proportional source of determinate error?
A = 1.94.hmax = 0.559.R = 206 1. Filling the tank (30%)a) If the tap on the output pipe is closed (i.e. R = ∞) determine how long it will take the tank to fillup assuming qi = 0.001 m3/s.b) If the tap on the output is open liquid will be coming out at the same time as liquid is going in. Ifthe flow rate in is bigger than flow rate out the height of the liquid in the tank will rise. Using theR value given on the Results Sheet, determine the steady state height of liquid in the tankassuming qi = 0.001 m3/s.c) In theory it will take an infinite amount of time to achieve steady state so in practice we define thetime to respond as the 95% settling time (i.e. the time taken to get to within 5% of the steady stateoutput.) Measure the 95% settling time from your simulation in Q1b). 2. Emptying the tank (10%)a) Assuming the tank is initially full (i.e. h(0) = hmax) and the input is turned off (i.e. qi = 0) the tank willstart to empty. Assuming the R value in Q1b), determine the time…
A liquid is flow throw Rotameter to a tank of size ( L x W x H ) and it is required to full the tank to level of H as shown in Figure . What time is required to full the tank by this liquid ? What time is required to drop the liquid in the tank to from level H to D by rectangular notch ?
A circular tank of diameter 3 m contains water up to a height of 4 m. The tank is provided with an orifice of diameter of 0.4 m at the bottom. Find the time for completely emptying the take Take Cd= 0.60 a.24.8 seconds b.47.8 seconds c.43.8 seconds d.84.7 seconds PLEASE INCLUDE FIGURE OR FBD
28. Situation 10 - An object (SG = 7.3) floats in mercury (SG = 13.6) such that a certain portion is above the liquid surface. a. What fraction of the volume of the object floats above the surface of the mercury? Round off to three decimal places. b. If the volume of the object below the liquid surface is 0.014 m3, what load, in kN, applied vertically that would cause the object to be fully submerged? Round off to two decimal places. c. If the volume of the object below the liquid surface is 0.014 m3, what is the weight, in kN, of the object? Round off to two decimal places.
19. Situation 7 - Three pipes are connected in series. The first pipe has a diameter of 500 mm and a length of 600 m. The second pipe has a diameter of 400 mm and a length of 500 m. The third pipe has a diameter of 300 mm and a length of 200 m. Use f = 0.02 for all pipes. If Q=0.8 m^3/s, a. What is the equivalent diameter, in mm, of a single pipe having the same properties that could replace the three pipes? Round off to the neares whole number. b. What is the total head loss, in meters, from pipe 1 to pipe 3? Round off to three decimal places. c. What is the total head loss, in meters, in pipe 1? Round off to three decimal places.
Water flows through a pipe at 152 L/s that changes gradually in diameter from 196 mm at point A to 456 mm at point B. Point B is 6 m higher than point A. The pressures at point A and point B are 126 kPa and 69.3 kPa, respectively. Assume that the datum line passes through point A. Which of the following most nearly gives the head loss in the pipe? (m). Round your answers in 3 decimal places.

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