240 0 - 30 MPa
Q: 0.4m 30 0.2 m
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Q: 120 kg 60 A B 50 kg
A: Free body diagram of block B , Weight of block B ,WB=mBg =50×9.81 =490.5NUsing…
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Q: 1.) At a certain point the pressure of the liquid is 10 KPa and the pressure. below a depth is 5…
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Q: determine the gage pressure the person
A: Given: Oil density= 790 kg/m^3 To determine: Pressure exerted by the human on oil
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A: Given data : Force=F Area=A Required: Stress
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A: The given section is, For the given section calculate the moment the fixed joint is,…
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Q: -1.2 m 0.1 m 0.3 m В |C 0.6 m A
A: Replacing support at A and with the tension in the rope and in member BC, below given is the Figure.…
Q: From the figure: Compute the gage pressure at (1) A, (2) C and (3) D
A: Specific gravity of oil = 0.9
Q: M т 12 ksi + 6 ksi
A: σx=Normal stress in x-direction=-12 ksi→Normal stress in x-direction is compressive stress.σy=Normal…
Q: res 800 K anc
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Q: If the perpendicular force of 1000 N, acting on a surface of area, 0.05 m^2, calculate the pressure…
A: Given F = 1000 N A = 0.05 m2
Q: 10 kN 0 r=2m 10 kN
A: Given data: Magnitude of the force = 10 kN Need to determine the magnitude of the couple about the…
Q: T = 100 MPa 0,= 120 MPa
A: Radius of Mohr's circle is given as the formula mentioned below:
Q: 0.4 m 0.4 m 45 Va
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Q: Find the value of stress Force 2.2 N Area=2 m2
A: To find : The value of stress . Given : The force is F=2.2 N The Area is A=2 m2 Formula used :…
Q: Shear stress has units:
A: The units of shear stress are like the units of any other type of stress. The unit for shear stress…
Q: |s0o0 FiG. P 1-10 1-10. Resolve the 300-lb force acting on body OBC in Fig. P 1-10 into two…
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Q: 1. Determine the volume of an object that weighs 5 lb in water and 7 lb in oil of specific gravity…
A: Given data Weight of object in water = 5 lb Weight of object in oil = 7lb Specific gravity = 0.82…
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Q: W=4 kN/m 5 kN A 2.5 m + 1.5 m
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Q: BM at B is 3 kN 1 m D 1m 1 m B 1 m A
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Q: 1.5 m 1.5 m P. 180 kg
A: For solution refer below images.
Q: FA- 450 N 0.4 m 0.3 m A 450 N
A: Given that, Couple force=450 N, Write the co-ordinate of the vector as follows, A≡0,0,0.3B≡0.4,0,0.3…
Q: 2. 900N 480 N 4 m A 4m 13 2m C 4 m 4 m - 900ル ー1380N
A: Objective: To draw the moment and load diagram of the given shear force diagram.
Q: Change 2.223 kJ/kg-K to J/g-K
A: Following is the answerfor the quetion.
Q: 2 m 40° 600 N 4 m
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Q: R 20° 30° 80 lb 100 lb
A: FREE BODY DIAGRAM:
Q: the constants 1, m, and m
A: L , m , n are the constrains of above equations.
Q: | 3.00 cm 100. kPa 1.50 m .00 cm 4.00 m/s
A: For solution refer below images.
Q: 400 N/m
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Q: 1 m 1 m 30° b. 0.5 m 0.5 m b 1m -75 mm-
A: Given Data The mass of the drum is:m=20 kg The supported diamter of frame is :D=2mm Now draw the…
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Q: 20m
A: As this is not mentioned that which question need to be solved, please find the solution of first…
Q: 1.3 Convert the following: (a) 400 Ib- ft to kN•m; (b) 6 m/s to mi/h; (c) 20 Iblin. to kPa; and (d)…
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Q: Express the quantity 254,998m in Km.
A: Given: The quantity is Q=254998 m. The unit conversion factor to convert Meter into Kilometer is, 1…
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Q: 1. Convert the following a) 120 g mol of NaCl to g. b) 120 g of NaCl to g mol. c) 120 lb mol of NaCl…
A: As it is not mentioned that which question need to be solve, please find the solution of first…
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Q: B 3000 lb 60° 45°
A: Lami's theorem: According to this theorem, when three coplanar and concurrent forces are in static…
Q: magnitude of W so th
A: Given: To determine: weight of wheel 1, W
Q: r. Take E=80 GPa.
A: 0.85mm
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Q: the heat (in kJ/kg) supplied to the
A: Given; In an air standard otto cycle, air is supplied at ; 0.1 MPa and 308 K.The ratio of the…
Q: F 500 N 2 m 3 m
A: Once applied, force is described as an external cause that alters or tends to modify the…
Q: 1000 kg 400 kg to BY 3m 1.5m 1.5m 6m R1 R
A: As per given question Point load at B =1000kg Point load at C =400kg Total length =6m Find reaction…
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- -27 A square plate with side dimension of 2 in. is subjected to compressive stress a and tensile stress The stresses on element A oriented at angle ?? x1=45° aresy1= 75 psi. tx1y1= 275 psi. . Find the state of stress on the element lilt is rotated clockwise to align the x3 axis with the horizontal x axis.An element in plane stress on the fuselage of an airplane (figure part a) is subjected to compressive stresses with a magnitude of 42 MPa in the horizontal direction and tensile stresses with a magnitude of 9.5 MPa in the vertical direction (sec figure part b). Also, shear stresses with a magnitude of 15.5 MPa act in the directions shown. Determine the stresses acting on an element oriented at a clockwise angle of 40g from the horizontal. Show these stresses on a sketch of an element oriented at this angle..4-2 An element in uniaxial stress is subjected to tensile stresses sx= 57 MPa. as shown in the figure. Using Mohr’s circle, determine the following. (a) The stresses acting on an clement oriented at an angle 0 = 33° from the x axis (minus means clockwise). (b) The maximum shear stresses and associated normal stresses. Show all results on sketches of properly oriented elements.
- A thin square plate in biaxial stress is subjected to stresses ?? and ??., as shown in part a of the figure. The width of the plate is h = 12.0 in. Measurements show that the normal strains in the x and v directions are s = 427 × 10-6 and s = 113 × l0-6, respectively. With reference to part b of the figure. which shows a Iwo-dimensional view of the plate. determine the following quantities. (a) The increase .d in the length of diagonal Oil. (b) The change . in the angle between diagonal Oti and the x axis, (c) The shear strain y associated with diagonals Oil and cf(that is. find the decrease in angle ced).During a test of an airplane wing, the strain gage readings from a 45° rosette (see figure) are as follows: gage A, 520 × l0-6; gage B. 360 × l0-6; and gage C,-80 × 10-6. Determine the principal strains and maximum shear strains, and show them on sketches of properly oriented elements.At a point on the surface of an elliptical exercise machine, the material is in biaxial stress with t = 1400 psi and trv = —900 psi, as shown in the figure part a. The figure part b shows an inclined plane aa cut through the same point in the material but oriented at an angle ft Determine the value of the angle 6 between zero and 90° such that no normal stress acts on plane aa. Sketch a stress clement having plane aa as one of its sides and show all stresses acting on the clement
- -18 through 7.3-22 An element in plane stress (see figure) is subjected to stresses o, a., and (a) Determine the principal stresses and show them on a sketch of a properly oriented element. (b) Determine the maximum shear stresses and associated normal stresses and show them on a sketch of a properly oriented element. 7.3-18 a=2I50kPa, ay=375kPa.Txy.=-460kPaSolve the preceding problem for an element in plane stress on the bottom surface of a fuel tanker (figure part a); stresses are sx= 105 MPa, sy. = 75 MPa, and ??xy= 25 MPa. Determine the stresses acting on an element oriented at an angle ?? = 40° from the x axis, where the angle is positive when counterclockwise. Show these stresses on a sketch of an element oriented at the angle ??.Plastic bar of diameter d = 32 mm is compressed in a testing device by a Force P = 190 N that is applied as shown in the figure. (a) Determine the normal and shear stresses acting: on all faces of stress elements oriented at (1 ) an angle 8 = 00, (2) an angle ?? = 22.5s, and (3) an angle ?? = 45°. In each case, show the stresses on a sketch of a properly oriented element. What are smaxtmax (b) Find smax and tmax in the plastic bar if a re-cantering spring of stiffness k is inserted into the testing device, as shown in the figure. The spring stillness is 1/6 of the axial stiffness of the plastic bar.
- The state of stress on an element of material is shown in the figure. Calculate the unit volume change of the element if the stresses x and y. are -20 ksi and 10 ksi, respectively. Assume E = 10,600 ksi and v = 0.33.A brass plate with a modulus of elastici ty E = 16 X 106 psi and Poisson’s ratio a = 0.34 is loaded in biaxial stress by normal stresses r and cry. (sec figure). A strain gage is bonded to the plate at an angle 4 = 350 If the stress o is 10,700 psi and the strain means used by the gageise = 390 X 106.whatisthcmax- imum in-plane shear stress (Tr, ),. and shear strain (>‘ ).? What is the maximum shear strain (y ) in the x-: plane? What is the maximum shear strain (y ).. in the y-r plane?The stresses on an element are sx= 1000 Psi. sy= 500 psi, and txy= 350 psi. Find the stresses acting on an element oriented at an angle 0 = 250. Show these stresses on the rotated element.