Consider the truss structure with a load of P= 35.4 kN applied at joint C. All the members of the truss are made up of steel having modulus of elasticity E= 210 GPa. The cross-sectional area of each member of the truss is also indicated in the figure. What is the magnitude of the horizontal displacement of joint C in mm? Take AD=3m, AB=4m. B 625 mm? > P KN 250 mm 2 1250mm 625 mm A 625mm 3 m
Consider the truss structure with a load of P= 35.4 kN applied at joint C. All the members of the truss are made up of steel having modulus of elasticity E= 210 GPa. The cross-sectional area of each member of the truss is also indicated in the figure. What is the magnitude of the horizontal displacement of joint C in mm? Take AD=3m, AB=4m. B 625 mm? > P KN 250 mm 2 1250mm 625 mm A 625mm 3 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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