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Which of the following is correct in case of angle members?(a) connection of lug angle to angle member should be capable of developing a strength of 10% of excess of force of outstanding leg of angle(b) connection of lug angle to angle member should be capable of developing a strength of 20% of excess of force of outstanding leg of angle(c) lug angles and their connection to gusset should be capable of developing a strength of less than 20% of excess of force of outstanding leg of angle(d) lug angles and their connection to gusset should be capable of developing a strength of not less than 20% of excess of force of outstanding leg of angleThis question was posed to me in homework.I'm obligated to ask this question of Lug Angles, Splices & Gusset Plates in section Design of Tension Members of Design of Steel Structures

Answer»

Correct answer is (d) lug angles and their connection to gusset should be capable of developing a strength of not LESS than 20% of excess of force of outstanding leg of angle

The BEST I can explain: In CASE of angle MEMBERS, lug angles and their connection to gusset should be capable of developing a strength of not less than 20% of excess of force of outstanding leg of angle, and the connection of lug angle to angle member should be capable of developing a strength of 40% of excess of force.



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