Please help with the following problem and please show all work, thank you.
the directional vector for X-axis is given by
the directional vector for Y-axis is given by
the directional vector for Y-axis is given by
therefore the transformation matrix, T is given by
given the stress tensor as
therefore the stress tensor/ matrix at the given point is given by
Stress Invariants
therefore the stress invariants are the same for both the coordinate systems.
Please help with the following problem and please show all work, thank you. The stress matrix...
hello guys can u help me :) Question 1. For each of the plane-stress conditions given below, using the matrix transformation law, determine the state of stress at the same point for an element rotated in the x-y plane 30° clockwise from its original position: (a) Ox = 200 MPa Oy = 400 MPa Txy = - 60 MPa (b) Ox = 300 MPa Oy = -180 MPa Txy = 320 MPa Question 2 my x2 The state of stress...
I don't need all the cross products to be solved for me, just a couple so I can see how its done! (preferably the ixj=k and the ixk=-j Figure 3.17 displays the unit vectors i, j, and k along the ac, y, and z axes. The positive directions for these axes, and the directions for the unit vectors, have been chosen according to the standard convention for a "right-handed” coordinate system (if, say, the positive direction of the x axis...
Please show work for all 4. Problem 1 The following forces act on a particle P: F 2i +3j -5k F-53k F,-i-2j + 4k Find the result of the forces and its magnitude F43j-2k Problem 2 For what values of a are A ai -2j+ k and B -2ai -aj -4k perpendicular? Problem 3 Find the area of a triangle with vertices at P(3,-1, 2), Q(1,-1,-3), and R(4,-3, 1) We were unable to transcribe this image
with clear writing please QUESTION 1 (Total 15 marks) VECTORS If A -2i+2k and B -3 i+ 3j +3k find: (a) the magnitude of B A B Ax B ii. iIl (b) If i, j, k are the unit vectors of the x, y, and z axes, evaluate: jx k iV. ix i
Subject Composite Materials Please Derive σ22 and σ12 ( Please refer picture). There was an example of σ11. Based on the reference. Please solve σ22 & σ12. Stress-Strain Relations for Arbitrary Orientation of a Lamina Stress Transformation We use tesors transfer stresses between the two coordinate syslems a) Transformation of coordin P(x,y x1 -Material coordinate system x-y Reference coordinate system Example: i-1 Consider a point P(x,y), its coordinates in x x2 system is P(x,y) Similarly we can establish the other...
if you can't do 47-49 please dont attempt. please show work, will rate thank you so much! Question Completion Status: write the complex numberinstandard oder Fam. using exact values argument in rodions sing CXOct Valo 2-2-2i 1 points QUESTION 48 Write the complex number in standard polar form. Write the argument in radians using exact values. 2=-2&3.21 oli 1 points QUESTION 49 Write the vector in terms of the unit vectors i and j. v = (-7.2) (-7 + 1)...
Please show all work and steps. Any help will be appreciated and thank you for your time! Coordinates (x, y, z): A(0, +7mm, 0) B(0, 0, -7mm) C(0, -7mm, 0) O (20cm, 0, 12cm) Fixed support (y direction 35 kN (x direction) 22 kN-m (z direction) 16 kN A structure is made of a series of rigidly-connected solid cylindrical segments with a radius of 7mm. Each segment aligns with one of the given coordinate axes. For the loading shown, determine...
The figure on the left below shows a stress block (plane strain condition is assumed, z axis is not shown here). Its components as well as the material properties are, • 0,= 10 MPa . O, is currently unknown • Txy = 30 MPa • Young's Modulus E = 150 GPa • Poisson's Ratio V=-0.25 • Note: Poisson's Ratio is negative Rotate the x-y axes in the anticlockwise direction by 45° (as shown in the figure on the right below),...
Please show all work! Thank you! Determine the equivalent state of stress on an element at the point which represents the principal stresses and the maximum in-plane shear stress and the associated average normal stress. Also, for each case, determine the corresponding orientation of the element with respect to the element shown in the figure below. Solve the problem using Mohr's circle. (Figure 1) Part D Determine the shear stress Try that acts on the element with orientation 0 =...
need solution for milestones A Q1 Solid Mechanics 3 Assessment Task 1a - 2020 Milestone a Question 1. For each of the plane-stress conditions given below, construct a Mohr's circle of stress, find the principal stresses and the orientation of the principal axes relative to the xy axes and determine the stresses on an element, rotated in the x-y plane 60° counterclockwise from its original position: (a) dx = 200 MPa Oy - 300 MPa T .40 MPa (b) dx...