1. A horizontal force P=650 KN is acting at joint C. The length of AB is 3m and members AC and BC makes an angle of 45° with member AB. All members of the three-bar truss has a cross sectional area of 3900 mm? and a Modulus of Elasticity of 200,000 MPa. Compute the stress of member AB in MPa 1.5m AS 3 m
1. A horizontal force P=650 KN is acting at joint C. The length of AB is 3m and members AC and BC makes an angle of 45° with member AB. All members of the three-bar truss has a cross sectional area of 3900 mm? and a Modulus of Elasticity of 200,000 MPa. Compute the stress of member AB in MPa 1.5m AS 3 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:1. A horizontal force P=650 KN is acting at joint C. The length of AB is 3m and members AC and BC makes
an angle of 45° with member AB. All members of the three-bar truss has a cross sectional area of 3900
mm? and a Modulus of Elasticity of 200,000 MPa. Compute the stress of member AB in MPa
1.5m
AS
В
3 m
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