Kindly give me the solution of this please with these answers:
Ans. CE = -2.74kN (C), 0.68 MPa
Extracted text: From the given truss shown, compute the stress at section CE. The truss has a uniform diameter, inner diameter is 70 and outer diameter is 100 mm. 5 kN 3 kN 3m 45 A 3m E 3m BC = CD Figure 1