Which of the following is true when end plate splices is used for columns?
(a) Short end plates are used for heavy moments
(b) Extended end plates are used for moderate moments
(c) Short end plates are used for moderate moments
(d) Short end plates and extended end plates are used for moderate moments
This question was posed to me in unit test.
I would like to ask this question from Beam and Column Splices in division Bolted Connections of Design of Steel Structures