Find the pressure in the water tank shown in Figure 1.TABLE C1 AreasRectangleTriangleCircleC. PROPERTIES OF AREAS AND VOLUMESSemicircleEllipseSemiellipseSketchTibTEb+db400Water砰2aT422bAreabhbh/2TD² 14S = 1.60Figure 1: Water pipe schematic layout.#D²184 cmmab7 cmmab/2S=0.7510 cmCentroidy = h/2y-h/3y=rỳ Aristy=bcmỹ=4b/3mHgSecondmomentI = bh²³/12Īxy = 0I=bk²/36Ixy = (b-2d)bh³/72Ï = #D*/641,- #D¹/128Ī= mab³/41,= mab³/8 B. FLUID PROPERTIESTABLE B.1 Properties of WaterTemperatureT(°C)0510152030405060708090100Density(kg/m³)999.91000.0999.7999.1998.2995.7992.2988.1983.2977.8971.8965.3958.4Viscosityf(N-s/m³)1.792 x 10-¹1.5191.3081.1401.0050.8010.6560.5490.4690.4060.3570.3170.284 x 10-³KinematicviscosityV(m³/s)1.792 x 10-61.5191.3081.1411.0070.8040.6610.5560.4770.4150.3670.3280.296 x 10-6Surfacetension(N/m)0.07620.07540.07480.07410.07360.07180.07010.06820.06680.06500.06300.06120.0594VaporpressurePu(kPa)0.6100.8721.131.602.344.243.3812.319.931.247.370.1101.3BulkmodulusB(Pa)204 x 107206211214220223227230228225221216207 x 107

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Answered: Water cm 7 cm S=0.75 10 cm cm Hg S =…

Engineering

Civil Engineering

Water cm 7 cm S=0.75 10 cm cm Hg S = 1.60 Figure 1: Water pipe schematic layout.

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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Concept explainers

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

Find the pressure in the water tank shown in Figure 1.
TABLE C1 Areas
Rectangle
Triangle
Circle
C. PROPERTIES OF AREAS AND VOLUMES
Semicircle
Ellipse
Semiellipse
Sketch
Ti
b
TE
b+d
b
400
Water
砰
2a
T
42
2b
Area
bh
bh/2
TD² 14
S = 1.60
Figure 1: Water pipe schematic layout.
#D²18
4 cm
mab
7 cm
mab/2
S=0.75
10 cm
Centroid
y = h/2
y-h/3
y=r
ỳ Arist
y=b
cm
ỹ=4b/3m
Hg
Second
moment
I = bh²³/12
Īxy = 0
I=bk²/36
Ixy = (b-2d)bh³/72
Ï = #D*/64
1,- #D¹/128
Ī= mab³/4
1,= mab³/8

B. FLUID PROPERTIES
TABLE B.1 Properties of Water
Temperature
T
(°C)
0
5
10
15
20
30
40
50
60
70
80
90
100
Density
(kg/m³)
999.9
1000.0
999.7
999.1
998.2
995.7
992.2
988.1
983.2
977.8
971.8
965.3
958.4
Viscosity
f
(N-s/m³)
1.792 x 10-¹
1.519
1.308
1.140
1.005
0.801
0.656
0.549
0.469
0.406
0.357
0.317
0.284 x 10-³
Kinematic
viscosity
V
(m³/s)
1.792 x 10-6
1.519
1.308
1.141
1.007
0.804
0.661
0.556
0.477
0.415
0.367
0.328
0.296 x 10-6
Surface
tension
(N/m)
0.0762
0.0754
0.0748
0.0741
0.0736
0.0718
0.0701
0.0682
0.0668
0.0650
0.0630
0.0612
0.0594
Vapor
pressure
Pu
(kPa)
0.610
0.872
1.13
1.60
2.34
4.24
3.38
12.3
19.9
31.2
47.3
70.1
101.3
Bulk
modulus
B
(Pa)
204 x 107
206
211
214
220
223
227
230
228
225
221
216
207 x 107

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