Answer:
The value of v2 in each case is:
A) V2=3v for only Vs1
B) V2=2v for only Vs2
C) V2=5v for both Vs1 and Vs2
Explanation:
In the attached graphic we draw the currents in the circuit. If we consider only one of the batteries, we can consider the other shorted.
Also, what the problem asks is the value V2 in each case, where:

If we use superposition, we passivate a battery and consider the circuit affected only by the other battery.
In the first case we can use an equivalent resistance between R2 and R3:

And


In the second case we can use an equivalent resistance between R2 and (R1+R4):

And


If we consider both batteries:

Answer:d
Explanation:
Given
Temperature
Also 
R=287 J/kg
Flow will be In-compressible when Mach no.<0.32
Mach no.
(a)
Mach no.
Mach no.=0.63
(b)
Mach no.
Mach no.=0.31
(c)
Mach no.
Mach no.=1.27
(d)
Mach no.
Mach no.=0.127
From above results it is clear that for Flow at velocity 200 km/h ,it will be incompressible.
Answer:
Explanation:
This will be possible when setting them up in summer with a certain quantity of sag, they have already know that the cables won't be able to sag any further because of the heat. During winter, when the cables contract because of the cold weather, the sag will therefore be reduced, but much tension will not be put on the cables.
Answer:
the minimum width is b= 0.1414m = 141mm
Explanation:
]given,
L= 4.25
w₀ = 5.5kN/m,
allowable bending stress = 7MPa
allowable shear stress = 875kPa
h/b = 0.67
b = ?
for a linearly distributed load, with maximum load intensity, w₀ of 5.5kN/m,
the maximum moment, M exerted by the timber is = ![\frac{w₀ L²}{9√3}[/texM = w₀ L²}/{9√3 = 99.34/15.6 =6.367kNmfor a linearly distributed load, with maximum load intensity, w₀ of 5.5kN/m, the shear force, V = [tex]\frac{w₀ L}{2}[/texV = {w₀ L}/{3} = 7.79kNfor maximum bending stress of a rectangular timber, B, = [tex]\frac{6M}{bh²}](https://tex.z-dn.net/?f=%5Cfrac%7Bw%E2%82%80%20L%C2%B2%7D%7B9%E2%88%9A3%7D%5B%2Ftex%3C%2Fp%3E%3Cp%3E%3C%2Fp%3E%3Cp%3EM%20%3D%20w%E2%82%80%20L%C2%B2%7D%2F%7B9%E2%88%9A3%20%3D%2099.34%2F15.6%20%3D6.367kNm%3C%2Fp%3E%3Cp%3Efor%20a%20linearly%20distributed%20load%2C%20with%20maximum%20load%20intensity%2C%20w%E2%82%80%20of%205.5kN%2Fm%2C%20the%20shear%20force%2C%20V%20%3D%20%20%5Btex%5D%5Cfrac%7Bw%E2%82%80%20L%7D%7B2%7D%5B%2Ftex%3C%2Fp%3E%3Cp%3EV%20%3D%20%7Bw%E2%82%80%20L%7D%2F%7B3%7D%20%3D%207.79kN%3C%2Fp%3E%3Cp%3E%3C%2Fp%3E%3Cp%3Efor%20maximum%20bending%20stress%20of%20a%20rectangular%20timber%2C%20B%2C%20%3D%20%5Btex%5D%5Cfrac%7B6M%7D%7Bbh%C2%B2%7D)
given h/b = 0.67, i.e h=0.67b
allowable bending stress =
= 7000kPa
7000 = (6*6.37)/ (b *(0.67b)² ) = 38.21/0.449b³
3080b³=38.21
b³ = 38.21/3080 = 0.0124
b = 0.232m
h=0.67b = 0.67* 0.232 = 0.155m
for allowable shear stress = (3V)/(2bh)
875 = (3V)/(2bh) = (3x 7.79)/(2xbx0.67b)
875 = 23.375/1.34b²
1172.5 b²= 23.375
b² =0.0199
b= 0.1414m
h=0.67b = 0.67* 0.1414 = 0.095m
the minimum width is b= 0.1414m = 141mm
Answer:
A) i) 984.32 sec
ii) 272.497° C
B) It has an advantage
C) attached below
Explanation:
Given data :
P = 2700 Kg/m^3
c = 950 J/kg*k
k = 240 W/m*K
Temp at which gas enters the storage unit = 300° C
Ti ( initial temp of sphere ) = 25°C
convection heat transfer coefficient ( h ) = 75 W/m^2*k
<u>A) Determine how long it takes a sphere near the inlet of the system to accumulate 90% of the maximum possible energy and the corresponding temperature at the center of sphere</u>
First step determine the Biot Number
characteristic length( Lc ) = ro / 3 = 0.0375 / 3 = 0.0125
Biot number ( Bi ) = hLc / k = (75)*(0.0125) / 40 = 3.906*10^-3
Given that the value of the Biot number is less than 0.01 we will apply the lumped capacitance method
attached below is a detailed solution of the given problem
<u>B) The physical properties are copper</u>
Pcu = 8900kg/m^3)
Cp.cu = 380 J/kg.k
It has an advantage over Aluminum
C<u>) Determine how long it takes a sphere near the inlet of the system to accumulate 90% of the maximum possible energy and the corresponding temperature at the center of sphere</u>
Given that:
P = 2200 Kg/m^3
c = 840 J/kg*k
k = 1.4 W/m*K