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Question 5 The state of plane stress at a point on the surface of a structural...
Question 6 The state of plane stress at a point on the surface of a structural element is represented on an unrotated element as shown. 110 psi 40 psi 90 psi I The max/min shear stresses are most nearly: 104 psi and -24 psi 90 psi and -10 psi 40 psi and -40 psi 64 psi and -64 psi
Question 3 The state of plane stress at a point on the surface of a structural element is represented on an unrotated element as shown. 110 psi 40 psi 90 psi I The principal stress angles (thetap) in degrees are most nearly: -64 and -154 64 and 154 19 and 109 -19 and -109
Question 7 The state of plane stress at a point on the surface of a structural element is represented on an unrotated element as shown. 110 psi 40 psi 90 psi I The normal stress that occurs simultaneous to the max/min shear stresses is most nearly: 64 psi O Opsi O 40 psi O 104 psi
Question 2 The state of plane stress at a point on the surface of a structural element is represented on an unrotated element as shown. (10 psi 40 psi 90 psi I The stresses on the X-face of a stress block rotated 45° counterclockwise are most nearly: 0 = 90 psi, T = -40 psi o = 80 psi, T = 50 psi O O = Opsi, T = -50 psi 0 0 = 47 psi , T =-64 psi
Question 4 The state of plane stress at a point on the surface of a structural element is represented on an unrotated element as shown. 10 psi 40 psi 90 psi I The max/min shear stress angles (thetas) in degrees are most nearly: 19 and 109 -64 and -154 -19 and -109 64 and 154
Question 1 The next several questions are based on the same unrotated stress block. The state of plane stress at a point on the surface of a structural element is represented on an unrotated element as shown. (10 psi 40 psi 90 psi I The coordinate of the center of a Mohr's Circle would be most nearly: O O = -10 psi, T = 40 psi O Cannot be determined O O = 40 psi, T = 0 psi O...
The state of plane stress at a point under the surface of the ANKA airplane wing is represented on the element oriented as shown in the Figure. Deternine principal Stresses Calculate the maximum in-plane shear stress and associated average normal stress by using the analytical method and Mohr's circle. For each case, determine the corresponding orientation of the element with respect to the element shown and sketch the state of stress on the element. Determine the absolute maximum shear stress...
23 Mohrs circle The state of plane stress at a point is represented by the element shown in Fig. 2.2. Determine maximum shear stresses and the orientation, draw the stress element with the proper orientation. Determine principal stresses and the orientation, draw the stress element with the proper orientation (Note: this question is required to be solved using Mohrs circle.) Mohrs circle The state of plane stress at a point is represented by the element shown in Fig. 2.2. Determine...
5. consider a point in a structural member that is subjected to plane stress. Normal and shear stresses acting on horizontal and vertical planes at the point are shown. Determine the principal stresses acting at the point. Show these stresses on an appropriate sketch (14 points) 66 MPa 114 MP3 90 MPa
3. The state of plane stress at a point is shown on the element below. Construct Mohr's circle. Determine the principal stresses acting at this point and their orientation D,. Also determine the maximum in-plane shear stresses and the orientation of the element upon which they act. What is the state of stress if it is rotated 20° counterclockwise? (20 points) 90 MPa 60 MPa -20 MPa