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MindTap Engineering for Dunlap's Sustainable Energy, SI Edition, 2nd Edition [Instant Access], 1 term (6 months)
2nd Edition
ISBN: 9781337551755
Author: DUNLAP
Publisher: Cengage Learning US
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Chapter 8, Problem 6P
To determine
Find the heat loss in
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4. The layers of soil in a tube that is 150 mm by
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- A steel, possessing an eutectoid composition, undergoes a gradual cooling process from 800°C to 600°C. Outline the transformation, equilibrium microstructure, and provide approximate component proportions. Describe the resultant non-equilibrium microstructure in two scenarios: a) the steel is rapidly cooled from 800°C to 600°C within 1 s, and then held at such temperature; b) the steel is rapidly cooled from 800°C to 600°C within 1 s, maintained at this temperature for 5 s, and subsequently quenched to room temperature. Use the provided diagrams. Temperature (°C) 1600 1538°C 1493°C 1400 L 1394°C Y+L 1200- 1147°C 2.14 Y. Austenite 4.30 1000 912°C Y+ FeC 800 a 600 400 0 (Fe) 0.76 0.022 a, Ferrite 2 a + Fe3C 3 Composition (wt% C) 727°C Cementite (Fe3C) 4 5 6 6.7arrow_forwardPlease show the complete solution. The answers in this problem must be: 1. 16.25 kN 2. 51.725 kN 3. 45 000 mm² 4. 52.086 kN 5. 165.776 MPa 6. 62. 572 kN 7. 199. 173 MPa 8. 68.579 kNarrow_forwardShow complete solution please thanksarrow_forward
- Please solve with stepsarrow_forwardQ.2 a. Determine the net area along route ABCDEF for C15x33.9(Ag=10in2) as shown in Fig. Holes are for %- in bolts. b. compute the design strength if A36 is used 0.650 in 14in 3in 0.400 in 9 in C15 x 33.9 3 in 14 in 2 in 0.650 in (b) (c) 141 3+2-040arrow_forwarda. Determine the net area of the W12x16(Ag=4.71in2) shown in Fig. Assuming that the holes are for 1-in bolts. b. compute the design strength if A36 is used W12 x 16 d-12.00 in -0.220 in 3 in HE -by-3.99 in 3 in 3 in DO 2 in 2 inarrow_forward
- a. Determine the net area of the W12x16(Ag=4.71in2) shown in Fig. Assuming that the holes are for 1-in bolts. b. compute the design strength if A36 is used W12 x 16 d-12.00 in 4-0.220 in 3 in 3 in BO HO by-3.99 in 3 in 3 in DO E 2 in 2 inarrow_forward止 Q.1 Using the lightest W section shape to design the compression member AB shown in Fig. below, the concentrated service dead load and live load is PD-40kips and PL 150kips respectively. The beams and columns are oriented about the major axis and the columns are braced at each story level for out-of-plan buckling. Assume that the same section is used for columns. Use Fy-50 ksi. 32456 Aarrow_forward02. Design a W shape beam is used to support the loads for plastered floor, shown in Figure. Lateral bracing is supplied only at the ends. Depend LRFD and Steel Fy=50ksi. Note: The solution includes compute C, Check deflection at center of beam as well as shear capacity) B P10.5 P=140 W C Hing Hing 159 A 15.ftarrow_forward
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