If welds are designed with in-plane eccentric load, then eccentric load can be replaced by _______.
A. parallel force
B. twisting moment
C. both a. and b.
D. none of the above
Answer:B
If welds are designed with in-plane eccentric load, then eccentric load can be replaced by _______.
A. parallel force B. twisting moment C. both a. and b. D. none of the above