The state of stress at a point is shown with respect to xy-plane. The state of stress at a point is shown with respect to x'y'-plane? 8 MPa y', 60° S MPa +S MPa 10 MPa S MPa
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- Q36 onlys Ratio of stress in part A and BA state of stress is specified in the figure shown below. Determine the Normal stress σy (mPa) on the Principal Plane if P1 = -5 mPa; P2 = 39 mPa and v = 21 mPa1- Determine the orientation measured clockwise to the principal plane (in degrees). 2- Transform the state of stress shown by rotating its orientation 50 degrees counterclockwise. What is the normal stress (in MPa) on the face which originally had the 75 MPa compressive stress (i.e. the top and bottom of the element). Make sure to enter a positive answer if it is in tension and a negative answer if it is in compression.
- Problem Statement: A member having the dimensions shown is used to resist an internal bending moment of M=95kN*m (see attached picture). a.) Determine the maximum stress in the member if the moment is applied about the z axis (as shown in picture). b.) Determine the maximum stress in the member if the moment is applied about the y axis.The rigid bar of negligible weight is pinned at O and attached to two vertical rods. Assuming that the rods wereinitially stress-free, what is the largest load P that can be applied without exceeding stresses of 182 MPa in the steel rod and 60 MPa in the bronze rod? D = 0Q. No. 01 Derive an expression for bending stress at a layer in a beam.
- Refer to the photo provided and please make sure your handwriting is readable a = 1.01 m b = 2.02 m c. 1.505 m d. 4.505 m P1 = 6.06 kN P2 = 24.04 kN 1. Compute the resultant reaction at I in kN. 2. Compute force member DE in kN 3. Compute normal stress in member CE in kN/m2 if the value of the area is A mm2.The bars in the following figure have the same cross sectional area of 0.5 in. There is no stress before the load is applied. Find the load in each bar if the temperature drops 100°F.The lower ends of the three bars in the figure are the same level before the rigid homogeneous W=100 kN block is attached. The properties of the bars are shown in the table. The temperature of the bars is then increased by 80°C. The block is assumed to remain horizontal after all deformations have occured. a.) Which of the following most nearly gives the temperature rise to cause all of the applied loads to be supported by the steel rods? b.) Which of the following most nearly gives the stress developed in the bronze bar? c.) Which of the following most nearly gives the stress developed in the steel bar?
- An M pair of forces is applied to the beam of which cross-section is shown in a plane that makes an angle eyle with the vertical. Find the stress at point A.Give me right answer. **For the Structure Shown, Circle the Equation(s) that you would use to compute the normal and shear stress at point K Not necessary to solve. just circle the equations.The rectangular plate is subjected to force P that causes elongation in the horizontal direction and shrinking in the vertical direction as shown with the dashed line in the figure. Assume a = 725 mm, Δx = 2.6 mm, and Δy = 0.6 mm. Determine the shear strain γxy at point A. In micro rad Determine the shear strain γnt at point A.in micro rad What is the normal strain in the x-direction? What is the normal strain in the y-direction? What is the normal rate strain in the n-direction?in micro£