6. Select double angle tension member to resist a factored load of 100 kips. Member is connected with 2 lines of -inch diameter bolts placed at usual gage distances (see AISC manual specification J3.3). There will be more than 2 bolts in each line. Member is 16'-0" long. Hint: Try an angle with 6 inch legs back to back and an outstanding length of 3 ½ -inches. Choose required thickness. Assume U=0.85 for design.

6. Select double angle tension member to resist a factored load of 100 kips. Member is connected with 2 lines of -inch diameter bolts placed at usual gage distances (see AISC manual specification J3.3). There will be more than 2 bolts in each line. Member is 16'-0" long. Hint: Try an angle with 6 inch legs back to back and an outstanding length of 3 ½ -inches. Choose required thickness. Assume U=0.85 for design.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.4.6P

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