(a)
The names of the microstructural products of
(b)
The names of the microstructural products of
(c)
The names of the microstructural products of
(d)
The names of the microstructural products of

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Chapter 10 Solutions
MATERIALS SCIENCE & ENGINEERING:AN INTRO
- Objective: To photograph a pre-planned story applying photographic concepts learned so far. Outline Plan out a story you can tell visually: A fellow student interacting with something at the college, a roommate cooking dinner, a small construction project, people out for a walk, a day in the life of a person... Plan for each of the following types of shots: 1. Signature Image: Draw attention with a high-impact image. 2. Wide Views: Set the scene and show the space. 3. Detail Views: Get close to show interesting details. 4. Portrait/Candid/Crowd/interaction with the space: how people fit and use the space. 5. Action: Show movement to create interesting visualsarrow_forward250 mm 400 mm A B C E F 250 mm PROBLEM 1.52 Each of the two vertical links CF connecting the two horizontal members AD and EG has a 10 × 40-mm uniform rectangular cross section and is made of a steel with an ultimate strength in tension of 400 MPa, while each of the pins at C and F has a 20-mm diameter and are made of a steel with an ultimate strength in shear of 150 MPa. Determine the overall factor of safety for the links CF and the pins connecting them to the horizontal members. 24 kNarrow_forward50 mm 12 mm B O C OA 300 mm 450 mm E PROBLEM 1.51 Each of the steel links AB and CD is connected to a support and to member BCE by 25-mm-diameter steel pins acting in single shear. Knowing that the ultimate shearing stress is 210 MPa for the steel used in the pins and that the ultimate normal stress is 490 MPa for the steel used in the links, determine the allowable load P if an overall factor of safety of 3.0 is desired. (Note that the links are not reinforced around the pin holes.)arrow_forward
- P 4.4-22 Determine the values of the node voltages V1, V2, and v3 for the circuit shown in Figure P 4.4-22. 202 ww 4ia 202 w + + ±12 V V₁ ΖΩ V2 ΖΩ V3 11 A + 하arrow_forward3. A 15% magnesium chloride solution is flowing through a 5-nom sch 40 commercial steel pipe at a rate of 325,000 lbm/h. The average temperature of the magnesium chloride solution as it flows through the pipe is 10°F. Determine the convective heat transfer coefficient inside the pipe.arrow_forward3. An inifinite sheet of charge density of 3 nC/m² is located at x=-1m. An infinite line of charge density 1 nC/m is parallel to the the z-axis and intersect the y-axis at y=-1m. (a) What is the electric field vector at (0, 0, 0), assuming & = ε0? (b) What is the region in space where the field is zero?arrow_forward
- I would like help to resolve the following case, thank youarrow_forwardI need help with the following casearrow_forward2. Jojoba oil is flowing through a ¾-nom stainless steel pipe at a flow rate of 1,850 lbm/h. After the velocity profile in the pipe is fully developed, the oil enters a heater, as shown in Figure P5.7. The length of the heater section is 5 ft. The properties of the jojoba oil at the average temperature in the heater section are given in Table P5.7. Determine the convective heat transfer coefficient inside the heater section of the pipe. ¾ nom stainless steel pipe Heater section L=5ft Fig. P5.7 TABLE P5.7 Thermophysical Properties of Jojoba Oil at the Average Temperature in the Heater P (lbm/ft³) 68.671 (Btu/lbm-R) 0.30339 μ (lbm/ft-s) 0.012095 k (Btu/h-ft-°F) 0.077424arrow_forward
- 1. Water is flowing inside of a 3-std type K copper tube at a flow rate of 1.2 kg/s. The average temperature of the water is 50°C. Cold, dry air at a temperature of 5°C and atmospheric pressure flows outside of the tube in cross flow with a velocity of 85 m/s. Determine the UA product for this tube under clean conditions.arrow_forwardDetermine the following for the beam with unknown loading, using the Shear and Bending Diagrams provided in the figures on the right: a. The maximum shear stress experienced by the beam. b. The maximum flexural stress experienced by the beam (Indicate if this is tensile or compressive flexural stress) c. The loading diagram (Indicate the magnitudes of the loading/s. The loads are acting along the plane of symmetry of the section) 20 80 20 十十 SHEAR DIAGRAM x=577.3502692 mm 20 KN 1° 5/3 KN 2° C 2° D A B CROSS SECTION Dimensions are in mm LOADING DIAGRAM ? 120 40 40 A B C D 1000mm 2000mm 1000mm -55/3 KN MB' C D BENDING DIAGRAM MB A B Σ Mcarrow_forwardFind the maximum bending stress in ksi for this beam if it is made from a W16x50 steel shape. If the steel yields at 50 ksi, will the beam support the loads shown without permanently deforming? Confirm the max moment in the beam by drawing the shear and moment diagram. 18 kip-ft 2 kip/ft 9 ftarrow_forward
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