Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
7. An HSS6 × 6 × 3/8 member is secured to two tension tabs with 7/8 in diameter through bolts as shown. 9 in Section properties t = 0.349 in A = 7.58 in² b/t = 14.2 h/t = 14.2 I= 39.5 in S= 13.2 in r = 2.28 in Z= 15.8 in elevation (A) 170 kips (250 kips) (C) 220 kips (320 kips) grade B 8² Fy = 46 ksi Fu = 58 ksi section What is most nearly the available strength of the HSS member? (LRFD options are in parentheses.) Material properties ASTM A500, (B) 180 kips (270 kips) (D) 240 kips (360 kips)
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Transcribed Image Text:7. An HSS6 × 6 × 3/8 member is secured to two tension tabs with 7/8 in diameter through bolts as shown. 9 in Section properties t = 0.349 in A = 7.58 in² b/t = 14.2 h/t = 14.2 I= 39.5 in S= 13.2 in r = 2.28 in Z= 15.8 in elevation (A) 170 kips (250 kips) (C) 220 kips (320 kips) grade B 8² Fy = 46 ksi Fu = 58 ksi section What is most nearly the available strength of the HSS member? (LRFD options are in parentheses.) Material properties ASTM A500, (B) 180 kips (270 kips) (D) 240 kips (360 kips)
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Step 1: Introducing Given Data
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Step 2: Calculate strength in gross section yielding
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Step 3: Calculate net effective area (Ae)
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Step 4: Calculate strength of HSS
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