For the following system, determine the specific gravity of the oil and also the pressure on gage C. 0.5 mAirAPA = 50.0 kPa1.0 mOilВРв 3 58.5 КРa0.5 m1.0 mWater0.5 mPc =?T = 10°C

Answered: Image /qna-images/answer/0a9a6719-b21b-45f1-b08b-40ff5c96ecf4.jpg

Answered: For the following system, determine the…

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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Water backs up behind a concrete dam as shown in figure Leakage under the foundation gives a pressure distribution under the darri as indicate If the water depth, h, is too great, the dam will sopple over about its toe (Point A) For the dimensions given, determine the factor of safety agarest overtuming moment if L-120 fh and h - 50 n. Base your analysis on a unit length of the dam The specific weight of the concrete is 150 ib/tt3 Water
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PLEASE USE EQUATIONS ATTACHED 9.95. The mean velocity of water in a 150 mm horizontal pipe is 0.9 m/s. Calculate the loss of head through an abrupt con- traction to 50 mm diameter. If the pressure in the 150 mm pipe is 345 kPa, what is the pressure in the 50 mm pipe, neglecting pipe friction? K₁ from Table 2 for abrrupt contraction find Using work- energy equation Az A₂/A₁ C K₂ 21102392 A1 2.A? 81000.0 1J0321 to 19 1200 to find the pressure. 14 or. Mive stolwlog si/s919 mE.0 P but mop, +V² F 2 P₂ + Cup 2.10 erived one wolf 829) NINY 2.0 = 9 . TABLE 2 Contraction, C., and Loss, Kr, Coefficients for Abrupt Contractions 0 0.617 0.50 0.1 0.624 0.46 0.2 0.632 0.41 0.3 0.643 0.36 0.4 0.659 0.30 V₂² + Z₂ +h₁0/₂ 2 milyot has 9919 0.5 0.681 0.24 0.6 0.712 0.18 0.7 0.755 0.12 0.8 0.813 0.06 0.9 0.892 0.02 1.0 1.00 0
Compute gage pressure at the center of pipe for solution use A. British unit B. Standard industrial unit
The gage pressure (psig) at point a is nearest (a) 13.7 (b) 14.7 (c) 101.3 (d) 0 (e) 1 Oil a 3 in SG = 0.69 SThe gage pressure (psig) at point c is nearest (a) 57.2 (b) 1.4 (c) 6.7 (d) 0.4 8 in Water The absolute pressure (psia) the natural gas pipeline is nearest h, = 22 in (a) 8.4 (b) 65 (c) 9 (e) 23 16 in SThe gage pressure osig) in the natural gas pipeline is Natural gas Dif the pipeline pressure was increased by 50%, what cost- effective manometer modification(s) might be needed? (b) More mercury, less oil (c) Add 2 more manometer loops (d) Replace the manometer with a high-pressure gage (e) Rotate the gas line to a vertical alignment Mercury SG = 13.6
SHOW SOlution Ans. F= 733.16kN 1.844m from the bottom of the tank parallel to the gate
I need the answer as soon as possible
A vertical triangular gate with water on one side as shown in figure below. Determine the location of the center pressure. Use three significant figures. ' ((#.## Unit AWIA 3 m cp 1玉1 2/3 m 1 m c.g. c.p.
a=4 b=0 C=1
Oil with specific gravity of 0.88 flows through a pipe which changes from 6 in. at section A to 18 in. at section B. Section A is 12 ft lower than B and the pressures are 13.2 psi and 8.75 psi, respectively. If the flow rate is 5.17 cfs, determine (a) The velocity (ft/s) at section A, (b) The velocity (ft/s) at section B, (c) The head lost (ft) between the two points, and (d) The direction of flow. Is it from A to B or B to A?

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