This is bi-axial state of stress where
Maximum principal stress=
Maximu principle stress = 0+47.11/2 + ((0-47.11)/2 + 48.812 ))0.5 = 23.55+54.19=77.74 Mpa
Minimum princile stress = = 23.55-54.19 = -30.64 Mpa.
Maximum shear stress = = 54.19 Mpa.
7) Given the state of stress at point A on the circular cross section a-a of...
1. The part shown consists of a bent rod with a solid circular cross section of diameter 20 mm. Consider the cross- section on a cut at both a-a, and b-b. 400 mm A] For each cut, label the shear force, bending moments, and torsion moments. Then determine the critical point with the highest normal stress at each cross- section. No stress calculations are required. /100 mm 1 BJ Determine the point of highest normal stress for the bent rod...
Figure 2: The bar has a diameter of 40 mm. Determine the state of stress at point B and show the results on a differential volume element located at this point Determine the shear stress (T.xy) B? 16.2 MPa O 0.509 MPa -0.679 (MPa Figure 2 200 mm Y 200 mm AB 1200 N* 1200 N 800 N The bar has a diameter of 40 mm. Determine the state of stress at point B and show the results on a...
For the pipe assembly shown below, a) determine the internal loads in section a-a b) identify the types of loads (axial, bending, torsion, etc...) c) determine the state of stress at point A d) show the results in a differential volumetric element at A. 400 mm 200 mm 1500 N 20 mm 1000 N Section a-a
Determine the state of stress at point A on the cross section of the pipe assembly at section a-a. Take Fi = 1480 N. F2 = 1090 N (Figure 1) Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive in the case of tension. НА ? Figure < 1 of 1 Value Units Submit Request Answer 400 mm Part B 200 mm Fi Find (Tay) Express your...
What stresses would you need to calculate in order to develop the 2D state of stress for point B on the cross section of the pipe assembly 400 mm al 200 mm 1500 N 1000 N 20 mm Section a-a a. Normal stress due to normal force, normal stress due to bending moment b. Shear stress due to shear force, normal stress due to normal force, normal stress due to bending moment due to normal force, normal stress due to...
Part A Determine the state of stress at point A on the cross section of the shaft at section a−a. Take F1 = 360 N , F2 = 950 N . (Figure 1) Part B Find [(τxy)T]A. 300 mm 100 mm 600 mm 100 mm 400 mm 25 mm F2 20 mm 100 mm Section a-a 300 mm 100 mm 600 mm 100 mm 400 mm 25 mm F2 20 mm 100 mm Section a-a
5. For the cross section below, determine (a) the bending stress at point A, (b) the bending stress at point B, and (c) draw the Neutral Axis and find its orientation with respect to the x-axis. (Hint: y= 57.4 mm) M 758 N-m 20 mm C 200 mm 20 mm 20 mm A AFT 200 mm--200 mm- 5. For the cross section below, determine (a) the bending stress at point A, (b) the bending stress at point B, and (c)...
For the pipe system below, we assume the cross-section at A is subject to the resultant forces P 339 N and Py 448 N. The pipe gauge pressure is given by p 6 b 212 mm and c 263 mm. The circular cross-section has outer diameter do 95 mm and inner diameter d 55 mm 623 kPa. Use the dimensions a 318 mm, Py Determine the state of stress at point K: evaluate the magnitude of the stresses and draw...
PROBLEM 2: 40% A 6 kN force is exerted on the frame which has the T cross sectio analyze the states of stress at a section taken at 800 mm from the point of n shown below. It is required to 1. For the given T cross section, find the centroid and the area moment of inertia I,. 2. Draw the free body diagram of the free end of the frame and determine the interna loadings at the centroid of...
A horizontal shaft having a solid circular cross-section (diameter = 100 mm) is fixed on the left and subjected to three forces Fx, Fy, and Fz as shown below. Determine the state of stress at points A and B. Also, show the results on a differential element located at each of these points.