A 10-cm-thick vall is to be constructed with 2.5-rn-long wood studs ( k = 0.11 W/m .K and that have a cross section of 10 cm × 1 0 cm . and At some point the builder ran out of those studs and started using pairs of 2.5-rn-long wood studs that have a cross section of 5 cm × 1 0 cm nailed to each other instead. The manganese steel nails ( k = 50 W/m .K) and are 10 cm long and have a diameter of 0.4 cm. A total of 50 nails are used to connect the two studs, which are mounted to the wall such that the nails cross the wall. The temperature difference between the inner and outer surfaces of the wall is 8°C. Assuming the thennal contact resistance between the two layers to be negligible, determine the rate of heat transfer (a) through a solid stud and (b) through a stud pair of equal length and width nailed to each other. (c) Also determine the effective conductivity of the nailed stud pair.
A 10-cm-thick vall is to be constructed with 2.5-rn-long wood studs ( k = 0.11 W/m .K and that have a cross section of 10 cm × 1 0 cm . and At some point the builder ran out of those studs and started using pairs of 2.5-rn-long wood studs that have a cross section of 5 cm × 1 0 cm nailed to each other instead. The manganese steel nails ( k = 50 W/m .K) and are 10 cm long and have a diameter of 0.4 cm. A total of 50 nails are used to connect the two studs, which are mounted to the wall such that the nails cross the wall. The temperature difference between the inner and outer surfaces of the wall is 8°C. Assuming the thennal contact resistance between the two layers to be negligible, determine the rate of heat transfer (a) through a solid stud and (b) through a stud pair of equal length and width nailed to each other. (c) Also determine the effective conductivity of the nailed stud pair.
Solution Summary: The author explains the rate of heat transfer through the solid stud.
A 10-cm-thick vall is to be constructed with 2.5-rn-long wood studs
(
k
=
0.11
W/m
.K
and that have a cross section of
10 cm
×
1 0 cm
.
and At some point the builder ran out of those studs and started using pairs of 2.5-rn-long wood studs that have a cross section of
5 cm
×
1 0 cm
nailed to each other instead. The manganese steel nails
(
k
=
50
W/m
.K)
and are 10 cm long and have a diameter of 0.4 cm. A total of 50 nails are used to connect the two studs, which are mounted to the wall such that the nails cross the wall. The temperature difference between the inner and outer surfaces of the wall is 8°C. Assuming the thennal contact resistance between the two layers to be negligible, determine the rate of heat transfer (a) through a solid stud and (b) through a stud pair of equal length and width nailed to each other. (c) Also determine the effective conductivity of the nailed stud pair.
Given answers to be: i) 14.65 kN; 6.16 kN; 8.46 kN ii) 8.63 kN; 9.88 kN iii) Bearing 6315 for B1 & B2, or Bearing 6215 for B1
(b)
A steel 'hot rolled structural hollow section' column of length 5.75 m, has
the cross-section shown in Figure Q.5(b) and supports a load of 750 kN.
During service, it is subjected to axial compression loading where one end
of the column is effectively restrained in position and direction (fixed) and
the other is effectively held in position but not in direction (pinned).
i)
Given that the steel has a design strength of 275 MN/m², determine
the load factor for the structural member based upon the BS5950
design approach using Datasheet Q.5(b).
[11]
ii)
Determine the axial load that can be supported by the column
using the Rankine-Gordon formula, given that the yield strength of
the material is 280 MN/m² and the constant *a* is 1/30000.
[6]
300
600
2-300 mm
wide x 5 mm
thick plates.
Figure Q.5(b)
L=5.75m
Pinned
Fixed
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