B D F H 2 m -6 m C E -6 m G I -6 m―-6 m Solve for member CE. The walkway exerts vertical loads of 50 kN on the truss at B, D, F, and H
B D F H 2 m -6 m C E -6 m G I -6 m―-6 m Solve for member CE. The walkway exerts vertical loads of 50 kN on the truss at B, D, F, and H
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
1. Find the force in the indicated member using both method of joints and method of sections.
2. Calculate the minimum cross-sectional area of the member for a factor of safety of 3.0 against yielding. Assume both structures are made with ASTM-A36 steel.
3. What is the change in length of the member for the given loading?
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