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Problem 1: Hanger in Tension with Block Shear The W12 X 53 tension member shown below has two rows of three 1-in-diameter A325N bolts in each flange. odt. For this member subject only to its own self-weight as a gravity load: A) draw axial force diagram and determine max axial force in member B) draw axial stress diagram and determine max axial stress in member. For each flange, assume there are at least three holes in each line of bolts. Neglect block shear. Apply Now . CHE330, Fall 2022 HW#7 Discussion of HW and working together with others is encouraged for homework assignments. lesson 330 w12. 5 kip V (kip) 75 15 XCFE) - 15 2/ McKip:ft) 15 XCA) 9. ̄ I= 1 √ 2 ∠ 55 A. 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