In a meat processing plant, 2-cm-thick steaks ( k = 0.45 W/m .K , α = 0 .91 × 10 -7 m 2 /s) and that are initially at 25°C are to be cooled by passing them through a refrigeration room at - 11°C. The heat transfer coefficient on both sides of the steaks is 9 W/m2K. If both surfaces of the steaks are to be cooled to 2°C, determine how long the steaks should be kept in the refrigeration room. Solve this problem using the analytical one-term approximation method.
In a meat processing plant, 2-cm-thick steaks ( k = 0.45 W/m .K , α = 0 .91 × 10 -7 m 2 /s) and that are initially at 25°C are to be cooled by passing them through a refrigeration room at - 11°C. The heat transfer coefficient on both sides of the steaks is 9 W/m2K. If both surfaces of the steaks are to be cooled to 2°C, determine how long the steaks should be kept in the refrigeration room. Solve this problem using the analytical one-term approximation method.
In a meat processing plant, 2-cm-thick steaks
(
k
=
0.45
W/m
.K
,
α
= 0
.91
×
10
-7
m
2
/s)
and that are initially at 25°C are to be cooled by passing them through a refrigeration room at - 11°C. The heat transfer coefficient on both sides of the steaks is 9 W/m2K. If both surfaces of the steaks are to be cooled to 2°C, determine how long the steaks should be kept in the refrigeration room. Solve this problem using the analytical one-term approximation method.
300 mm
3 kN
3 kN
450 N-m
D
E
200 mm
300 mm
PROBLEM 5.12
Draw the shear and bending-moment diagrams for the beam and loading
shown, and determine the maximum absolute value (a) of the shear,
(b) of the bending moment.
CORRECT AND DETAILED SOLUTION WITH FBD ONLY. I WILL UPVOTE THANK YOU. CORRECT ANSWER IS ALREADY PROVIDED. I REALLY NEED FBD.
The cantilevered spandrel beam shown whose depth tapers from d1 to d2, has a constant width of 120mm. It carries a triangularly distributed end reaction.Given: d1 = 600 mm, d2 = 120 mm, L = 1 m, w = 100 kN/m1. Calculate the maximum flexural stress at the support, in kN-m.2. Determine the distance (m), from the free end, of the section with maximum flexural stress.3. Determine the maximum flexural stress in the beam, in MPa.ANSWERS: (1) 4.630 MPa; (2) 905.8688 m; (3) 4.65 MPa
CORRECT AND DETAILED SOLUTION WITH FBD ONLY. I WILL UPVOTE THANK YOU. CORRECT ANSWER IS ALREADY PROVIDED. I REALLY NEED FBD
A concrete wall retains water as shown. Assume that the wall is fixed at the base. Given: H = 3 m, t = 0.5m, Concrete unit weight = 23 kN/m3Unit weight of water = 9.81 kN/m3(Hint: The pressure of water is linearly increasing from the surface to the bottom with intensity 9.81d.)1. Find the maximum compressive stress (MPa) at the base of the wall if the water reaches the top.2. If the maximum compressive stress at the base of the wall is not to exceed 0.40 MPa, what is the maximum allowable depth(m) of the water?3. If the tensile stress at the base is zero, what is the maximum allowable depth (m) of the water?ANSWERS: (1) 1.13 MPa, (2) 2.0 m, (3) 1.20 m
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