Determine the joint displacements, member axial forces, and support reactions for the Baltimore bridge truss shown in Fig. 3.11. (11 (12) (13 10 (15 (16 (14 3.5 m 93.5 m 01 (3 (5 (6 120 kN 120 kN 120 kN 120 kN 120 kN 120 kN 120 kN -8 at 6 m 48 m EA = constant %3D E = 200 GPa A = 20,000 mm? %3D
Determine the joint displacements, member axial forces, and support reactions for the Baltimore bridge truss shown in Fig. 3.11. (11 (12) (13 10 (15 (16 (14 3.5 m 93.5 m 01 (3 (5 (6 120 kN 120 kN 120 kN 120 kN 120 kN 120 kN 120 kN -8 at 6 m 48 m EA = constant %3D E = 200 GPa A = 20,000 mm? %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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