A 12-m-long and 5-m-high wall is constructed of two layers of 1 -cm-thick sheetrock ( k = 0.17 W/m .K ) and spaced 16 cm by wood studs ( k = 0.11 W/m .K ) and whose cross section is 16 cm × 5 cm . The studs are placed vertically 60 cm apart, and the space between them is filled with fiberglass insulation ( k = 0.034 W/m .K ) . and The house is maintained at 20°C and the ambient temperature outside is -9°C. Taking the heat transfer coefficients at the inner and outer surfaces of the house to be 8.3 and 34 W/m 2 -K, respectively, determine (a) the thermal resistance of the wall considering a representative section of it and (b) the rate of heat transfer through the wall.
A 12-m-long and 5-m-high wall is constructed of two layers of 1 -cm-thick sheetrock ( k = 0.17 W/m .K ) and spaced 16 cm by wood studs ( k = 0.11 W/m .K ) and whose cross section is 16 cm × 5 cm . The studs are placed vertically 60 cm apart, and the space between them is filled with fiberglass insulation ( k = 0.034 W/m .K ) . and The house is maintained at 20°C and the ambient temperature outside is -9°C. Taking the heat transfer coefficients at the inner and outer surfaces of the house to be 8.3 and 34 W/m 2 -K, respectively, determine (a) the thermal resistance of the wall considering a representative section of it and (b) the rate of heat transfer through the wall.
Solution Summary: The author explains the thermal resistance of the wall.
A 12-m-long and 5-m-high wall is constructed of two layers of 1 -cm-thick sheetrock
(
k
=
0.17
W/m
.K
)
and spaced 16 cm by wood studs
(
k
=
0.11
W/m
.K
)
and whose cross section is
16 cm
×
5 cm
. The studs are placed vertically 60 cm apart, and the space between them is filled with fiberglass insulation
(
k
=
0.034
W/m
.K
)
.
and The house is maintained at 20°C and the ambient temperature outside is -9°C. Taking the heat transfer coefficients at the inner and outer surfaces of the house to be 8.3 and 34 W/m2 -K, respectively, determine (a) the thermal resistance of the wall considering a representative section of it and (b) the rate of heat transfer through the wall.
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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