Find the stress in each material 600 mm 400 mm 300 mm Bronze Aluminum Steel 120 kN 50 kN A mm 2400 1200 600 E Gpa 83 70 200 Bronze steel Aluminum
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Q: Determine the value of load P if At = 30 °C and the stress in bronze is limited to 132 MPa. Aluminum…
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Q: 6. W = 50 kN/m 100 mm 100mm W = 40 kN/m 150 mm fc = 40 MPa 8 m 2- 20mm Ø ww oz ww 08
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A: Stress = Load / Cross secrion Assuming that the load is equally distributed in all the three wires.
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A: Length of Aluminum Bar = 3m Torque applied = 10kN-m G = 80GPa = 80000 MPa Diameter of bar = 100mm…
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A: According to hook's law young modulus E = stress / strain(recoverable) Here given E = 75 Gpa = 75 x…
Q: For an assembly shown below, determine the stresses in each rod after a temperature rise of 30°C.…
A: Given:- Properties of barBronze Length=1.2 m=1200 mm C/S =1400 mm2…
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A: Given: A structure consisting of rigid bar ABCD as shown below Required: To find normal force in…
Q: Determine the stress when Temperature change from 20 C° to 60 C° . steel aluminum 20 kN 300 mm t.…
A: The given data is: P1 (Aluminum)=20 KN (Tension) P2 (Steel)=20 KN (Compression) L1=200 mm L2=300…
Q: H.W A rigid Slab weighing 600 K bronze vads and one Steel Vocd Cach off 6000 mm2 area at a…
A: As per guidelines we are supposed to answer only first question so please repost rest questions…
Q: Determine the stability and determinacy of the figures.
A: If the degree of indeterminacy is less than zero then the structure will not be stable. Otherwise…
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Q: of the bronze bar and the rigid slab supported by two steel bars as shown. Neglecting the mass of…
A: In such assembly, the free stress will develop when, The free expansion in bronze > free…
Q: A steel bar which is fixed at the ceiling , carries an ore bucket of weight W hanging at its end.…
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A: M=75 N-marea of the flangeA1=10×40A1=400 mm2distance of centroid of the flange from…
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Q: A rectangular steel block 250 mmx100 mmx80mm is subjected to axial loads as follows. 480 kN (tensile…
A: Since we only answer up to 3 sub-parts, we’ll answer the 3 sub-parts. Please resubmit the question…
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A: Given data, C/s of square = 50×50mm
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A: Given that- L=1000 mm t=10 mm E= 200 Gpa ϑ=0.3 D=200 mm
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A: Given data Length = 3 ft Outer diameter = 5 in Thickness = 0.5 in Load is 50000 lb Modulus of…
Q: An aluminum bar having a cross-sectional area of 160 mm carries the axial loads as shown in the…
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Q: A uniform beam weighing 500 N is held in a horizontal position by three vertical wires, one attached…
A: Stress = Load / Cross secrion Assuming that the load is equally distributed in all the three wires.…
Q: 1. Find: (a) the stress in the Steel and Ahuminium rods after the loap P applied and the temprature…
A: Total stress acting on the rods is equal to the sum of stress due to load P and the stress caused…
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Q: - Determine the stress when Temperature change from 20 C° to 60 C°. steel aluminum 20 kN 200 mm 300…
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Q: 3) An bronze rod is rigidly attached between a aluminum rod and a steel rod as shown. Axial loads…
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Q: $D aluminum steel t A composite beam is a built-up section made of aluminium and reinforced with a…
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Q: PROBLEM 1) An aluminum bar carries the axial loads at the positions shown. If E=70GPA, compute the…
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Q: Steel bars and an aluminum bar support the rigid slab as a platform as shown below. A gap A = 0.26…
A: Length of aluminium bar, L1 =1000mmLength of steel bar, L2 =1000mmGap between aluminium bar and…
Q: o (MPa) 750 B F 600 A parallel Ty = 450 300 150 D C 0.01 0.02) 0.03 0.04 = 0.006 e (mm/mm) 0.023…
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Q: (Find the value of uniform load (w kip/ft if the stresses in steel and aluminum are .22ksi and 15ksi…
A: stresses in metal due to bending is measure by the bending equation. Due to load on any beam the…
Q: An aluminum bar having a cross-sectional area of 160 mm? carries the axial loads as shown in the…
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Q: H.W A rigid slab weighing 6oo Kw is Placed uron two bronze vads and one Steel Vood Coch of bo00 mm2…
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Q: 3. The material is subjected to biaxial loading producing uniform normal stress ox and oy as shown.…
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Q: A rigid slab weighing 600 ku is placed upon t ·bronze rods and one Steel rod each of 6000 mm² area a…
A: This question is related to the Strength of Material.
Q: A circular aluminum alloy [E = 70 GPa; α = 22.5 × 10–6/°C; ν = 0.33] pipe has an outside diameter of…
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- The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular cross section of 0.2011in.2 in area and a gage length (the length over which the elongation is measured) of 2.000 inches. The specimen was not loaded to failure. a. Generate a table of stress and strain values. b. Plot these values and draw a best-fit line to obtain a stress-strain curve. c. Determine the modulus of elasticity from the slope of the linear portion of the curve. d. Estimate the value of the proportional limit. e. Use the 0.2 offset method to determine the yield stress.Compare the engineering and true secant elastic moduli for the natural rubber in Example Problem 6.2 at an engineering strain of 6.0. Assume that the deformation is all elastic.A tensile test was performed on a metal specimen with a diameter of 1 2 inch and a gage length (the length over which the elongation is measured) of 4 inches. The dam were plotted on a load-displacement graph. P vs. L. A best-fit line was drawn through the points, and the slope of the straight-line portion was calculated to be P/L =1392 kips/in. What is the modulus of elasticity?
- Determine the stability and determinacy of the figures.A 40 mm diameter rod 6 m long elongates 12 mm under a load of 240 kN. The diameter decreased by 0. 028 mm during the loading. a.) Determine the Poisson’s ratio of the materials, b.) Determine the Young’s Modulus of the material, and c.) Determine the modulus of rigidity of the material.A steel bar which is fixed at the ceiling , carries an ore bucket of weight W hanging at its end. Neglect the weight of the bar.Given : Bardia = 12mmLength = 18m E = 200 DPa. Calculate the weight that can be safely carried so as not to exceed the allowable steel tensile stress of 138 MPa . In kN
- Hey, reply as soon as posible, really really thank u! 1) Investigate and analyze the result obtained from the maximum shear resistance obtained, with the values of the same material provided in the bibliography. The maximum shear resistance obtained is 487 MPa and that of the bibliography is 448 MPa.The interconnected bars were pulled 15.71 mm from the right end and fixed. Bar 1 has a length of 4 m, a cross-section of 1.6 cm^2 and a yield stress of 215 MPa; Bar 2 has a length of 2.9 m, a cross-sectional area of 1.8 cm^2 and a yield stress of 258 MPa^. Since both materials have a modulus of elasticity of 207 GPa and the materials are elastic/perfect plastic:a) What is the plastic elongation of the rod no. 1, in meters?b) What is the elongation of the rod no. 2, in meters?c) How many MPa is the normal stress at the cross section of bar 2?CLO 1: A rigid beam rests on two bronze bars 700 mm long. Another aluminum bar is placed between them which is 699.93 mm long. If the allowable stresses are Salum = 90 MPa and Sbronze = 80 MPa, find the maximum weight of the beam that the system can support (in KN). Note: please help us in this sample problem
- A steel bar 25cm long of rectangular cross section 25mm by 50mm is subjected to a uniform tensile stress of 200N/m^2 along it's length.find the changes in dimension.E=205000N/mm^2, poison ratio=0.3A copper rod of cross-sectional area 0.500 cm2 and length 1.00 m is elongated by 2.00 * 10-2 mm, and a steel rod of the same crosssectional area but 0.100 m in length is elongated by 2.00 * 10-3 mm . (a) Which rod has greater tensile strain? (i) The copper rod; (ii) the steel rod; (iii) the strain is the same for both. (b) Which rod is under greater tensile stress? (i) The copper rod; (ii) the steel rod; (iii) the stress is the same for both.2)A of elastic material under plane stressa, b and c with the help of the rosette in the shapedeformations measured in the direction ofεa = -150x10-6εb = 200x10-6and εc = 300x10-6is. Elasticity module in the materialE = 200 GPa,Prime as the Poisson's ratio ν = 0.3Calculate the stresses.