Answered: X = 8 m, Y= 6 m, and Z = 3 m, what is…

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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Quiz 1. If in figure, the pressure at m is 20 Ib per sq.in., what is the corresponding pressure at n when z = 8 in? oil (sg. = 0.80) m water 4"
Find the depth of the water in the tank, H, and the manometer reading, h, if the hydrostatic force on the circular plug is 25 N. Take the specific weight of the water as γwater = 9810 N/m3 and the specific gravity of mercury Sm = 13.56
Find the maximum permissible height of water in the tank shown in the figure below. If you have that, tank diameter is (10 m), foundation diameter is (11 m), tank weight = 1000 kN, depth of foundation = 1 m and minimum factor of safety 3. (use Hansen's Equation) W.L. W.T. Q = 0°, C=30 kPa
Water flows through a pipe as shown in the figure. The pressure at points 1 and 2 respectively is 1.85 × 105 Pa and 1.10 x 105 Pa. The radius of the pipe at points 1 and 2 respectively is 3.20 cm and 1.40 cm. If the vertical distance between points 1 and 2 is 2.75 m, determine the following. (a) speed of flow at point 1 m/s (b) speed of flow at point 2 m/s (c) volume flow rate of the fluid through the pipe m³/s P₂ y
A U-tube manometer is attached to a water pipe as shown in Figure 5.1. Given specific gravity of mercury, S.G = 13.6 and assume Patm is set to zero. Estimate the pressure in the water pipe in kPa.
Find the pressure magnitude in the Gasoline Pipe at the right side of the figure. Specific weight of water is 9.81 kN/m3 and specific weight of air is negligible. Oil SG= 0.79 Pgage = 376 kPa Gasoline SG = 0.70 Air 45 cm 50 cm Pipe 22 cm † 10 cm Water `Mercury SG= 13.6
Refer to the given figure. Given: a = 36cm, b = 24cm, and c = 29cm Water 40 cm Gate Unknown liquid Determine the density (kg/m³) of the unknown liquid such that the net hydrostatic force on the rectangular gate is zero. Express your answer in whole number.
water flows out of a pressurized tank through a smooth pipe with Q = 50 m³ / h. In this problem we will find out how big the pressure p1 must be to produce this volume flow? a) What assumptions and simplifications must be made? b) Find the pressure p1. c) Find the same pressure, but using Bernoulli's equation. Comment, what is the difference?
Please solve #4 &5 Thankyou
6. From the figure shown. Find the pressure head at A when fluid A is seawater (1.03), Fluid B is (s = 2.87); z = 12 in; y = 8 ft Fluid A Fluid B y Sea water
H =2m Seawater y = 0.2x2 y 25 m The concrete seawall given in Figure 4 has a curved surface and restrains seawater at a depth of 2 m. The trace of the surface is a parabola as illustrated. Determine the force of the fluid force (per unit length) with respect to an axis through the toe (point A). 1024kg/m³) (Y seawater = -X
In the figure below, determine the force F (newton) to balance the weight of the cylinder. |ylinder W 44 kN A = 0.323 m? F = ? Plunger, a = 0.00323 m? 4.6 m YOil, s = 0.78 YOil, s = 0.78 Assume that the weight

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X = 8 m, Y= 6 m, and Z = 3 m, what is the pore water pressure at point C to the nearest decimal? (assume hydrostatic water and the unit weight of water is exactly 9.8 kN/m3).