Which of the following is not true for angles as tension members?

• A. Angles if axially loaded through centroid can be designed as plates
• B. Angles connected to gusset plates by welding or bolting only through one of the two legs results in eccentric loading
• C. When load is applied by connecting only one leg of member, there is shear lag at the end connection
• D. When angles are connected to gusset plates by welding or bolting only through one of the two legs resulting in eccentric loading, there is a uniform stress distribution over cross section.