Calculate the normal stresses (in Pa) at point A of the bracket caused by the 11023N force. E4.png 540 mm 180 mm 180 mm 60 mm → - 4 3,
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Ans: 6,940,407.407
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- -26 A rectangular plate of dimensions 125 mm × 75 mm is subjected to tensile stress sy= 67 kPa and compressive stress a. If it is known that the normal stress along the diagonal t—t is ??t= -6.57 kPa, find stress ??y on element A. aThe stresses acting on an element are x= 750 psi, y= 600 psi, and xy = 400 psi. Determine the principal stresses and show them on a sketch of a properly oriented element.Calculate the normal stresses (in Pa) at point A of the bracket caused by the 11023 N force. E4.png 540 mm 180 mm- 1. 180 mm 60 mm → - 4 Your Answer: 6,940,407.40740741
- Calculate the normal stresses (in Pa) at point Bof the bracket caused by the 23010N force. E4.png 540 mm A 1. 180 mm 180 mm B 60 mm → - 3 4 P Your Answer: -11,078,888.8888889A pipe has an outside diameter of 0.7 inches and inside diameter of 0.12 inches. A force of 411 lbs is applied at the end of a 1.7 in lever arm, causing the pipe to twist. What is the maximum stress in the pipe in psi? 20,766.9 Correct Answer: 124,6013. Listed below is a combination of stresses acting at a point and referred to axes x and y in an elastic material. Using Mohr’s circle of stress determine the principal stresses at the point and their directions for each combination. 1}sigmax -60 n/mm2 , sigmay -36n/mm2 ,TAUxy=5n/mm2 2}}sigmax 30 n/mm2 , sigmay -50n/mm2, TAUxy= 30n/mm2
- A steel pipe with an outside diameter of 115 mm and an inside diameter of 105 mm supports the loadings shown. Assume a = 510 mm, b = 230 mm, Px = 20 kN, P, = 16 kN, and P, = 11 kN. (a) Determine the normal and shear stresses on the top surface of the pipe at point H. (b)Determine the principal stresses and maximum in-plane shear stress magnitude at point H and show the orientation of these stresses on an appropriate sketch. a |P, y P: P H KA plane stress state is given by the principal stresses σx =25 MPa and σy= -11 MPa. Determine σx' in the case that the system is inclined by 30 degrees (counter-clockwise). Give your answer in MPa to the nearest whole number.The rod has a diameter of 40 mm. It is subjected to the force system Fx 1300 N, Fy = 600 N, F₂ = 900 N. (Figure 1) Figure F Fy 300 mm 100 N-m 100 mm B 1 of 1 x Part A Determine the normal stress that acts at point B. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. OB = Submit Part B (TB) xy Submit ☐ Part C O μĂ Value Determine the shear stress (TB) xy that acts at point B. Express your answer to three significant figures and include the appropriate units. Correct (TB)xz Request Answer = 0 MPa Previous Answers Units Determine the shear stress (TB) xz that acts at point B. Express your answer to three significant figures and include the appropriate units. μĂ Value ? MPa Submit Previous Answers Request Answer X Incorrect; Try Again; 4 attempts remaining ? <
- 2. Determine the state of stress at point H. Each section of the pipe has an inner and outer diameter of 36 mm and 44 mm, respectively. Indicate your final answers on the given volume element. Be sure to clearly indicate the direction of your assigned internal loadings in a valid FBD. 200 N 225 150 N 300 30 H 175 100 N 100 N 100 N Dimensions in mmFor the plane-stress condition given below: σx = 400 MPa σy = 500 MPa τxy = - 30 MPa Construct a Mohr’s circle of stress, find: (a) the principal stresses and the orientation of the principal axes relative to the x,y axes (b) determine the stresses on an element, rotated in the x-y plane 60° counter?clockwise from its original position ; Show these stresses on a sketch of an element oriented at this angle (c) Also, using the matrix transformation law to compare the solutions with Mohr’s circleA state of stress at a point A is given by σx = -75 MPa, σy = 122 MPa, and τxy = -3.75 MPa. Which of the following is one of the principal stresses for the point A.