The north wall of an electrically heated home is 20ft long, 10ft high, and 1ft thick and is made of brick whose thermal conductivity is k = 0.42 Btu/h . ft . ∘ F . On a certain winter night, the temperatures of the inner and the outer surfaces of the wall are measured to be at about 62 ∘ F and 25 ∘ F, respectively, for a period of 8 h. Determine (a) the rate of heat loss through the wall that night and (b) the cost of that heat loss to the homeowner if cost of electricity is $0.07/kWh.
The north wall of an electrically heated home is 20ft long, 10ft high, and 1ft thick and is made of brick whose thermal conductivity is k = 0.42 Btu/h . ft . ∘ F . On a certain winter night, the temperatures of the inner and the outer surfaces of the wall are measured to be at about 62 ∘ F and 25 ∘ F, respectively, for a period of 8 h. Determine (a) the rate of heat loss through the wall that night and (b) the cost of that heat loss to the homeowner if cost of electricity is $0.07/kWh.
The north wall of an electrically heated home is 20ft long, 10ft high, and 1ft thick and is made of brick whose thermal conductivity is
k
=
0.42
Btu/h
.
ft
.
∘
F
.
On a certain winter night, the temperatures of the inner and the outer surfaces of the wall are measured to be at about
62
∘
F
and
25
∘
F,
respectively, for a period of 8 h. Determine (a) the rate of heat loss through the wall that night and (b) the cost of that heat loss to the homeowner if cost of electricity is $0.07/kWh.
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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
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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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A short plate is attached to the center of the shaft as shown. The bottom of the shaft is fixed to the ground.Given: a = 75 mm, h = 125 mm, D = 38 mmP1 = 24 kN, P2 = 28 kN1. Calculate the maximum torsional stress in the shaft, in MPa.2. Calculate the maximum flexural stress in the shaft, in MPa.3. Calculate the maximum horizontal shear stress in the shaft, in MPa.ANSWERS: (1) 167.07 MPa; (2) 679.77 MPa; (3) 28.22 MPa
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