Question 1
When is the Method of Sections useful in truss analysis?
Question 2
How does the Method of Joints approach truss analysis?
Question 3
Why is the basic structural shape of trusses typically a triangle?
Question 4
What traditional truss designs were discussed in the lecture for bridge construction?
Question 5
When do zero force members occur in trusses?
Question 6
What are the two types of forces members in trusses can experience?
Question 7
What are three-dimensional trusses called?
Question 8
How are three-dimensional trusses analyzed compared to planar trusses?
Question 9
How do differences in member forces (tension/compression) in trusses influence material choices?
Question 10
What additional methods are required to analyze statically indeterminate trusses?
Question 11
What are the two main analytical methods for trusses discussed in the lecture?
Question 12
What is the assumption regarding joints in truss analysis?
Question 13
What is the definition of a truss?
Question 14
What kind of loads are applied in trusses?
Question 15
How are trusses different from frames?