URGENT!!! 3. For the given state of stress, determine a) the principal planes, b) the principal...
For the given state of stress, determine (a) the principal planes, (b) the principal stresses 0 MPa 35MPa 0 MP
Determine the principal planes and the principal stresses for the state of plane stress resulting from the superposition of the two states of stress shown. Given: X=12 ksi. 14 ksi 12 ksi 45° + + X The orientation of the principal plane in the first quadrant is 176 The orientation of the principal plane in the second quadrant is The maximum principal stress is 35 ks, and the minimum principal stress is - ksi.
Problem 1: Determine the principal stresses and corresponding principal stress planes for the state of stress given by 2 0 -2 Show the three principal directions are orthogonal to each other. Express the principal stress direction Problem 2: Transform the stress tensor in Problem 1 toxyz'coordinate system. The direction cosines of the x'; y'and z' axes are respectively0nd0, V5V5
. Consider the element shown. Determine the state of stress with respect to an element oriented 22.5° CCW with respect to the element shown. (b) Find the principal stresses. (c) Find the principal planes. (d) Find the maximum shear stresses. (e) Find the maximum shear-stress planes. (f Sketch all the above stresses on appropriately oriented 560 kPa 2100 kPa planes using a ray diagram. 300 kPa (g) Draw Mohr's circle for the element and indicate items (a) - (e) on...
a) Construct Mohr's Circle b) Determine principal planes and principal stress c) Determine maximum shearing stress d) Determine normal stress and shear stress in C plane. 60 MPa 45 MPa 70 120 MPa
7.57 Determine the principal planes and the principal stresses for the state of plane stress resulting from the superposition of the two states of stress shown. Fig. P7.57
40 M 45 MP 50 MPA - For the given state of stress, Part A: determine analytically (using stress transformation equations): 1) the principal planes. 2) the principal stresses. 3) Sketch the stress element for the above condition 4) the orientation of the planes of maximum in-plane shearing stress, 5) the maximum in-plane shearing stress and the corresponding normal stress. 6) Sketch the stress element for the above condition Part B: Only use Mohr's circle to determine 1) the principal...
40 M 45 MP 50 MPA - For the given state of stress, Part A: determine analytically (using stress transformation equations): 1) the principal planes. 2) the principal stresses. 3) Sketch the stress element for the above condition 4) the orientation of the planes of maximum in-plane shearing stress, 5) the maximum in-plane shearing stress and the corresponding normal stress. 6) Sketch the stress element for the above condition Part B: Only use Mohr's circle to determine 1) the principal...
For the given state of stress 200 MPa 100 MPa 300 MPa Determine the principal stresses Determine the maximum in-plane shear stress. Maximum in-plance shear stress
t. For the given state of stress determine a) The principal plane and the principal stresses b) The masimum in-plane shear stress e) The average normal stress d) The erientation of the stress for each case e) Draw the Mohr circle → 35 MPa 60 N