25 and 26 please :) ill thumbs up The specific weight of an unknown liquid is 12 400 N/m³. What mass(kg) of the liquid is contained in a volume of 500 cm³ ? Use thestandard value of gravity, g = 9.81m/s²BCO DA. 1.39B. 6.32C. 0.632D. None of the above O AB0EConsider a fluid flow between two parallel fixed plates 5 cm apart. Thevelocity distribution for the flow is given by u(y)120 (0.05yy2) m/s where y is in meters. The fluid is water at 10°C. Calculatethe magnitude of the shear stress (7) acting at the lower plate when y =0. Use= 1.308 x 10-³ N s/m², where т = μdudyA. 0.0785 PaB. 0.785 N/m²C. 7.85 N/m²D. 0.00785 PaE. None of the aboveMP

25.Given, Specific weight(w) = 12400 N/m^3, Volume(V) = 500 cm^3 = 5 × 10 ^-04 g = 9.81 m/s^2 Now,…

The specific weight of an unknown liquid is 12 400 N/m³. What mass (kg) of the liquid is contained in a volume of 500 cm³ ? Use the standard value of gravity, g = 9.81m/s² B C O D A. 1.39 B. 6.32 C. 0.632 D. None of the above

The specific weight of an unknown liquid is 12 400 N/m³. What mass (kg) of the liquid is contained in a volume of 500 cm³ ? Use the standard value of gravity, g = 9.81m/s² B C O D A. 1.39 B. 6.32 C. 0.632 D. None of the above

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)

5th Edition

ISBN:9781305084766

Author:Saeed Moaveni

Publisher:Saeed Moaveni

Chapter10: Force And Force-related Variables In Engineering

Section: Chapter Questions

Problem 45P

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Question

25 and 26 please :) ill thumbs up

The specific weight of an unknown liquid is 12 400 N/m³. What mass
(kg) of the liquid is contained in a volume of 500 cm³ ? Use the
standard value of gravity, g = 9.81m/s²
B
C
O D
A. 1.39
B. 6.32
C. 0.632
D. None of the above

O A
B
0
E
Consider a fluid flow between two parallel fixed plates 5 cm apart. The
velocity distribution for the flow is given by u(y)
120 (0.05y
y2) m/s where y is in meters. The fluid is water at 10°C. Calculate
the magnitude of the shear stress (7) acting at the lower plate when y =
0. Use
= 1.308 x 10-³ N s/m², where т = μ
du
dy
A. 0.0785 Pa
B. 0.785 N/m²
C. 7.85 N/m²
D. 0.00785 Pa
E. None of the above
MP

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