The T beam is subject to distributed loading applied along its center line. Determine the principal stresses at points A and B and show the results in elements located in each of these points. Use Mohr's Circle. Answer: σ = 152,15 MPa σ2=0 σBI=0,229 MPa B2=-195,852MPa e 12 kN/m 150 mm B 20 mm B 150 mm 50 mm -2m-1m+ -2 m- 20 mm

Determine the state of stress at point q. The pipe has an inner diameter of D₁ = 1.0 in and an outer diameter of = 1.8 in. Use the exact expression for Q, if needed. Label the reultant forces on the cross section below. Report your answer (3x3 matrix) in psi to one decimal place. Do 4 in. Y 4 in. 150 lb 6 in. 50 lb 10 in. 200 lb 150 lb X N Y

The masonry pier is subjected to the FFF = 810 kNkN load. Consider xx = 0.25 mm and yy = 0.5 mm. Neglect the weight of the pier. Determine the normal stress at corner A. Determine the normal stress at corner B. Determine the normal stress at corner C.

The book is subjected to the force of 60 lb Determine the state of stress at point A at section a-a. The cross section is circular and has a diameter of 0.5 in. Use the curved-beam formula to compute the bending stress (Figure 1) Figure 1.5 in. 13 45° B 1 of 1 > ▾ Part A Determine the normal stress. Express your answer using three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. g= Value Submit Part B ← A psi Previous Answers Request Answer X Incorrect; Try Again; 4 attempts remaining ✓ Correct < Return to Assignment Ċ 129 ? Determine the shear stress Express your answer using three significant figures and include the appropriate units. T= 0 psi Previous Answers Provide Feedback