The stress-strain tests were carried out on five different metals (A, B, C, D and E) and the results are shown in the figure below. Select the metal for given properties. D
Q: 2. For the shown truss, determine the force in members BC, BH, and HC State whether the member is in…
A: Determine the force in members BC, BH and HC of the truss. Let's solve using method of section.
Q: moist soil sample has a volume of 484 cm³ in the natural state and a weight of 7.94N. The dry weight…
A:
Q: List and briefly explain each of the three grades of brick
A: Grading of bricks is the process of grouping various types of bricks according to their strength and…
Q: Suppose that P= 1500 lb. Determine the force in each member of the cantilevered truss. Express your…
A:
Q: RING 1 RING 2 1 $5 MAJOR STREET 42 $6 BARRIER = Phase Number = Protected Movement 43 MINOR STREET $4…
A: In the given ring and barrier system, which phases cannot be reversed in their sequencing?
Q: Figure Q1 shows a frame which is fixed at the base A, pinned at C and fixed at the wall E. The frame…
A:
Q: The railway crossing gate consists of the 100 kg gate arm having a center of mass at Ga and the 250…
A:
Q: 4. A flat site is underlain by two layers over rock. The top layer is a CL with thickness = 3m,…
A:
Q: P9.15. (a) Compute all reactions for the beam in Figure P9.15 assuming that the supports do not…
A: Compute all reactions of the given beam when, a.) there are no settlements b.) the support at C…
Q: A 20 m long concrete pile with a rectangular cross section of 460 mm × 460 mm fully embedded in sand…
A:
Q: Determine the reactions for the beam in the given figure. When & uniform load is applied, the fixed…
A: E = 30000 Kips/in.2I = 240 in.4Support B settle (∆) = X = 0.2 in. Determine the support reaction of…
Q: RING 1 RING 2 $1 $5 MAJOR STREET $2 OL 46 BARRIER = Phase Number = Protected Movement $3 MINOR…
A: Split Phasing:Split phasing is considered when there is a need for a left turn lane, but no spacing…
Q: 2. a) Find the approximate required height for a continuous beam of 14-in width over 20-ft spans…
A:
Q: Calculate the discharge for a flow depth of 0.85 m in a trapezoidal open channel with bottom width 1…
A: Givven data:
Q: Which compound is liberates higher heat at 3 days from the hydration Tetra calcium Aluminoferrite…
A: Tetra calcium aluminoferrite:It reacts with water at a greater rate and evolves a significant amount…
Q: A dog food processing plant generates 0.015 m3/s of wastewater, which is treated using an activated…
A: A dog food processing plant generates 0.015 m3/s of wastewater, which is treated using an activated…
Q: A cylinder having 3 m diameter and 1.5 m length is resting on the floor. On one side, water is…
A:
Q: For a given waste water sample, if the ultimate BOD of a sample at 20° C is 130 mg/lt and the value…
A:
Q: A frame has dimensions and loadings as shown in the figure and parameter table. Determine the…
A: The frame is shown in the above figure. A and C are pin supported. Also, from the given diagram, we…
Q: Consider two levelling rods placed at a distance of 50m and 100m respectively from the instrument.…
A: The objective of the question is to determine the stadia interval factors for the given distances…
Q: Using both the moment area, determine the slope and the displacement at the end A of the beam.…
A:
Q: How many ticket vending machines will be needed if the hourly passenger demand is expected to be…
A: Hourly passenger demand is expected= 8750 passengertakes each passenger 8 secondsfine no. of ticket…
Q: The figure below shows a 20 m thick layer of normally consolidated clay (ϒt = 18.6 kN/m3) that is…
A:
Q: 7-55. Draw the shear and moment diagrams for the compound beam. The beam is pin connected at E and…
A:
Q: A 20 m long concrete pile with a rectangular cross section of 460 mm x 460 mm fully embedded in sand…
A:
Q: I need detailed explanation to solve the exercise below. There are some formulas and hints, I also…
A: L = 20 m B = 460mm
Q: An underpass crossing a reinforced concrete bridge along the Shaw Blvd. has downward grade of -4%…
A: g1 = -4%g2 = 8%Sta (PVI) = 7 + 700 Elv (PVI) = 170 m
Q: The procedure of designing spread footing foundations on the basis of field exploration data…
A: The standard penetration test (SPT) is a general in situ testing method, which is used to determine…
Q: Determine the moment of each of the three forces about point A. (MF1) A¹ (MF2) A¹ (MF3) A = -433…
A:
Q: Determine the force in each member. State if the members are in tension or compression. Assume the…
A:
Q: D° = 5°00' 1= 20° 30' PISTA = 63+25.5 R= type your answer... -= type your answer... T= type your…
A:
Q: The flow of water in the below diagram is from point X to Y. The oil is i of the inverted U-tube…
A:
Q: The torsional assembly shown in figure below consists of a solid bronze (GB = 45 GPa) shaft C and a…
A: It is asked to find shear stress in Aluminium, Bronze and Steel.
Q: = Phase Number Protected Movement Permitted Movement > Pedestrian Movement In this ring and barrier…
A: Split phasing is considered when there is a need for a left turn lane, but no spacing width is…
Q: The beam in the figure below is subjected to a load P=2.5 kN at its end. Young's modulus is 210 GPa…
A: E = 210 GPaI = 5*106mm4
Q: under foundation is 150KN/m', check if the section satisfy this requirement or not? Assume free…
A: Given:-bearing capacity of soil =150kN/m2earthquake coefficient=0.1gfree board=4mTo…
Q: 4. 5. 6. Height of the capillary rise in the silt. b 3.33 m 13.33 m a. b. Vertical effective stress…
A:
Q: Vf Di V=Vf-D- or Dj D = Dj-V Vf gmax= capacity
A:
Q: Using the method of areas or the method of sections, determine: -Support reactions (Rax, Ray, Rb)…
A: Given:Required:Support reactionShear force and bending moment diagramMaximum shear force and bending…
Q: In water treatment plants, settling basins are used to settling basin that is 6.0 ft deep, 6.0 ft…
A:
Q: Q4-11/ An agricultural farm is cultivated by crops. The available data are: dR=1.8 (m), A = 50…
A: Agriculture area (A) = 50 ha. Depth of root zone (dR) = 1.8m Water content at permanent welting…
Q: 议。
A: Using solidworks software to draw isometric view .SolidWorks is a powerful 3D computer-aided design…
Q: Item 6 The angles of a five-sided traverse are turned so that the 95% error of any angle is +3.4"…
A:
Q: 9:43 Assignment 3_ec751152d203b... Q. I Determine the moments at A, B, and C, then draw the moment…
A: Note: As per Bartleby guidelines, only first question will be discussed.
Q: [2] A pavement structure composed of the following three layers: (5.75 in) HMA with elastic modulus…
A: Wheel load (w) = 40,000 lbElastic Modulus of HMA (E 1) = 4,00,000 psiThickness of HMA layer = h1 =…
Q: Determine the maximum displacement of the beam measured upward.. 4
A:
Q: 9-14. Determine the reactions at the supports, then draw the moment diagram for each member. EI is…
A:
Q: A researcher was observing traffic along one lane of a rural highway. During a 1 minute time…
A:
Q: 3. Compute the maximum acceptable service load on an A36 steel plate tension member 1/4 in x 12in…
A: A36 steelPlate cross section = 1/4 in x 12 in25% Dead load ans 75% Live loadDiameter of the bolt =…
Q: minimum fetch over which a 50 knot wind would have to blow to produce a wave 10 feet high
A: The relationship between wind speed, duration, and the resulting wave height is complex and depends…
Step by step
Solved in 3 steps
- Question No.2 Figure P1.16 shows the stress-strain relations of metals A and B during ten- sion tests until fracture. Determine the following for the two metals (show all calculations and units): a. Proportional limit b. Yield stress at an offset strain of 0.002 m/m. c. Ultimate strength d. Modulus of resilience e. Toughness I. Which metal is more ductile? Why? 900 -Metal A E 600 Metal B 300 0.00 a02 004 a.06 0.08 0.10 0.12 014 Strain, matm FIGURE P1.16 Strees, MPaThe stress-strain tests were carried out on five different metals (A, B, C, D and E) and the results are shown in the figure below. Select the metal for given properties. B. Strain Metal Property (A, B, C, Dor E) Highest resistance to plastic strain Lowest stiffness Highest ductility Highest brittleness Highest tensile strength Lowest fracture strength i. ii. iii. iv. V. vi. Stress 2.1) The stress-strain tests were carried out on five different metals (A, B, C, D and E) and the results are shown in the figure below. Select the metal for given properties. E B Strain Metal Property (А, В, С, D or E) Highest resistance i. to plastic strain Lowest stiffness Highest ductility Highest brittleness Highest tensile strength Lowest fracture strength ii. iii. iv. v. vi.
- The shown figure represents the stress-strain relations of metals A and B during tension tests until fracture.Determine the following for the two metals (show all calculations and units):a. Proportional limitb. Yield stress at an offset strain of 0.002 in./in.c. Ultimate strengthd. Modulus of resiliencee. Toughnessf. Which metal is more ductile? Why?Question No.2 Figure P1.16 shows the stress-strain relations of metals A and B during ten- sion tests until fracture. Determine the following for the two metals (show all calculations and units): a. Proportional limit b. Yield stress at an offset strain of 0.002 m/m. c. Ultimate strength d. Modulus of resilience e. Toughness f. Which metal is more ductile? Why? 000 -Metal A S 600 -Metal B 300 0.00 a.02 0.04 0.06 0.08 0.10 0.12 0.14 Strain, mim FIGURE P1.16 Stress, MPaQ1/ Consider the brass alloy for which the stress-strain behavior is shown in the figure below. A cylindrical specimen of this material 10.0 mm in diameter and 101.6 mm long is pulled in tension with a force of 10,000 N. If it is known that this alloy has a value for Poisson's ratio of 0.35, compute (a) the specimen elongation, and (b) the reduction in specimen diameter. 500 70 Tensile strength 450 MPa (65,000 psi) 60 400 50 10 psi 300 MPa 40 40 30 200 Yield strength 30 200 250 MPa (36,000 psi) 20 100 20 10 100 10 0.005 0.10 0.20 0.30 0.40 Strain Stress (MPa) Stress (10 psi)
- After an inspection it is found that a structural ceramic part has no flaws greater than 100 micrometers in size, calculate the maximum service stress (in MPa) available with SiC. Assume that Y= 1Q2c) Listed in the table below is the tensile stress-strain data for different grades of steels. Utilizing the data given answer the three queries given below. Material Yield Tensile Strain at Fracture Elastic StrengthStrengthFractureStrengthModulus (MPa) (MPa) (MPa) (GPa) A 410 1440 0.63 265 410 В 200 220 0.40 105 250 C 815 950 0.25 500 610 D 800 650 0.14 720 210 E Fractures before yielding 650 550 1) Which will experience the greatest percent reduction in area? Why? 2) Which is the strongest? Why? 3) Which is the stiffest? Why?Figure shows the stress–strain relations of metals A and B during tension tests until fracture. Determine the following for the two metals (show all calculations and units): - Proportional limit- Yield stress at an offset strain of 0.002 in./in.- Ultimate strength- Modulus of resilience- Toughness- Which metal is more ductile? Why?
- Given your understanding of what initiates and controls failure in materials, which of the following will increase the failure strength or lifetime of a test piece or component and why? a. Decreasing the difference between the maximum and minimum stress values, as this effects the stress concentration factor b. Decreasing the temperature below the brittle-ductile transition temperature, to make it harder C. Polishing to reduce surface defects Od. Increasing its volume, to give a larger cross sectional area Oe. Increasing the grain size so there are less grain boundaries to initiate failure(b) (i) A tensile test specimen made from 0.4% C steel has a circular cross section of diameter d mm and a gauge length of 25 mm. When a load of 4500 N is applied during the test, the gauge length of the specimen extends to 25.02 mm. If the Young's Modulus of the steel is 199 GPa, calculate the diameter of the tensile test specimen used. 4Question-5 The following engineering stress-strain data were obtained from the tensile test for a 0.2% plain carbon steel. (a) Plot the engineering stress-strain curve for these data. (b) Determine the 0.2 percent offset yield stress for this steel. (c) Determine the tensile elastic modulus of this steel. (d) Determine the ultimate tensile strength of the alloy. (e) Determine the percent elongation at fracture. Engineering stress (ksi) 0 30 55 60 68 72 74 75 Engineering strain (in./in.) 0 0.001 0.002 0.005 0.01 0.02 0.04 0.06 Engineering stress (ksi) 76 75 73 69 65 56 51 Engineering strain (in./in.) 0.08 0.10 0.12 0.14 0.16 0.18 (Fracture) 0.19 Question-6 A 20-cm-long rod with a diameter of 0.250 cm is loaded with a 5000 N weight. If the diameter decreases to 0.210 cm, determine (a) the engineering stress and strain at this load and (b) the true stress and strain at this load.