4/33 Determine the fore in member BE of the loaded truss. 6 kN - 2 m 5 kN 2 m 4 kN - 2m 3 m-

Extracted text: 4/33 Determine the fore in member BE of the loaded truss. 6 kN - 2 m 5 kN 2 m 4 kN - 2m 3 m-


Extracted text: 4/34 Determine the force in member EF of the loaded symmetrical truss. Assume no horizontal reactions at the supports A and C. 15 2 m 25 L. Problem 4/34