1. For P = 1200N, what are forces in members AB, AC and BC? Draw FBD of entire structure - removing supports and adding reactions at B and C. Use equilibrium equations to solve for reactions at B and C. Draw FBD of only joint B. Remember to always draw unknown internal forces in tension (away from joint). Label unknown internal forces. Use equilibrium equations to solve for internal forces. Draw FBD of joint C or A. continue... Bo 400 mm 500 mm- A 375 mm
1. For P = 1200N, what are forces in members AB, AC and BC? Draw FBD of entire structure - removing supports and adding reactions at B and C. Use equilibrium equations to solve for reactions at B and C. Draw FBD of only joint B. Remember to always draw unknown internal forces in tension (away from joint). Label unknown internal forces. Use equilibrium equations to solve for internal forces. Draw FBD of joint C or A. continue... Bo 400 mm 500 mm- A 375 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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