A 30-cm-diameter, 4-m-high cylindrical column of a house made of concrete ( k = 0.79 W/m .K, and α = 5 .94 × 10 -7 m 2 /s, p = 1600 kg/m 3 , and c p = 0 .84 kJ/kg .K) and cooled to 14°C during a cold night is heated again during the day by being exposed to ambient air at an average temperature of 28°C with an average heat transfer coefficient of 14 W/m 2 K. Using the analytical one-term approximation method, determine (a) how long it will take for the column surface temperature to rise to 27°C, (b) the amount of heat transfer until the center temperature reaches to 28°C, and (c) the amount of heat transfer until the surface temperature reaches 27°C.
A 30-cm-diameter, 4-m-high cylindrical column of a house made of concrete ( k = 0.79 W/m .K, and α = 5 .94 × 10 -7 m 2 /s, p = 1600 kg/m 3 , and c p = 0 .84 kJ/kg .K) and cooled to 14°C during a cold night is heated again during the day by being exposed to ambient air at an average temperature of 28°C with an average heat transfer coefficient of 14 W/m 2 K. Using the analytical one-term approximation method, determine (a) how long it will take for the column surface temperature to rise to 27°C, (b) the amount of heat transfer until the center temperature reaches to 28°C, and (c) the amount of heat transfer until the surface temperature reaches 27°C.
A 30-cm-diameter, 4-m-high cylindrical column of a house made of concrete
(
k
=
0.79
W/m
.K, and
α
= 5
.94
×
10
-7
m
2
/s, p = 1600 kg/m
3
, and c
p
= 0
.84 kJ/kg
.K)
and cooled to 14°C during a cold night is heated again during the day by being exposed to ambient air at an average temperature of 28°C with an average heat transfer coefficient of 14 W/m2 K. Using the analytical one-term approximation method, determine (a) how long it will take for the column surface temperature to rise to 27°C, (b) the amount of heat transfer until the center temperature reaches to 28°C, and (c) the amount of heat transfer until the surface temperature reaches 27°C.
amination)
Question 1
Consider the bar, shown in Figure 1, that undergoes axial displacement due to both a distributed load
and a point force. The bar is of cross-sectional area A = 1.103 m2, and has a modulus of elasticity
E = 100 GPa.
1(x) = 5 kN/m
10 kN
X
x=0.0
x=2.0
2.0m
Figure 1: Bar domain with varying distributed forces.
a) The general form of the governing equations describing the bar's displacement, u(x), is given by,
d
(AE du(x)) + 1(x) = 0.
dx
dx
What are the accompanying boundary conditions for this bar?
MacBook Air
a
会
DII
F5
F6
F7
F8
80
F3
F4
0/
20
[8 marksl
8
FO
Answer B
fem helpUsing the mesh in Figure 2, form the basis functions associated with element 2 and write the FEMapproximation over the element.
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