A 6-mm-thick stainless steel strip (k = 21 W/m .K, p = 8000 kg/m 3 , a n d c p = 570 J/kg .K) and exiting an oven at a temperature of 500°C is allowed to cool within a buffer zone distance of 5 m. To prevent thermal bums to workers who are handling the strip at the end of the buffer zone, the surface temperature of the strip should be cooled to 45°C. If the air temperature in the butler zone is 15°C and the convection heat transfer coefficient is 120 W/m 2 K, determine the maximum speed of the stainless steel strip.
A 6-mm-thick stainless steel strip (k = 21 W/m .K, p = 8000 kg/m 3 , a n d c p = 570 J/kg .K) and exiting an oven at a temperature of 500°C is allowed to cool within a buffer zone distance of 5 m. To prevent thermal bums to workers who are handling the strip at the end of the buffer zone, the surface temperature of the strip should be cooled to 45°C. If the air temperature in the butler zone is 15°C and the convection heat transfer coefficient is 120 W/m 2 K, determine the maximum speed of the stainless steel strip.
Solution Summary: The author calculates the temperature of stainless steel strip after time t for transient heat transfer rate.
A 6-mm-thick stainless steel strip
(k = 21 W/m
.K,
p
=
8000
kg/m
3
,
a
n
d
c
p
=
570
J/kg
.K)
and exiting an oven at a temperature of 500°C is allowed to cool within a buffer zone distance of 5 m. To prevent thermal bums to workers who are handling the strip at the end of the buffer zone, the surface temperature of the strip should be cooled to 45°C. If the air temperature in the butler zone is 15°C and the convection heat transfer coefficient is 120 W/m2 K, determine the maximum speed of the stainless steel strip.
I need handwritten solution with sketches for each
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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