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A long tensile member is constructed by connecting two plates as shown. Each plate is 2 in x 9 in, A572 grade- 50 steel with an ultimate strength of 65 ksi. The fasteners are 2 in diameter bolts. Disregard the shear strength of the bolts, and disregard eccentricity.

A long tensile member is constructed by connecting two plates as shown. Each plate is 2 in x 9 in, A572 grade- 50 steel with an ultimate strength of 65 ksi. The fasteners are 2 in diameter bolts. Disregard the shear strength of the bolts, and disregard eccentricity.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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A long tensile member is constructed by connecting two plates as shown. Each plate is 2 in x 9 in, A572 grade- 50 steel with an ultimate strength of 65 ksi. The fasteners are 2 in diameter bolts. Disregard the shear strength of the bolts, and disregard eccentricity. 2.75 in 0.5 in 2 in O O, 2.5 in 9 in 2.5 in FO o° 2 in G E The maximum tensile load the connection can support is most. nearly (A) 140 kips (B) 150 kips (C) 170 kips (D) 200 kips
Transcribed Image Text:A long tensile member is constructed by connecting two plates as shown. Each plate is 2 in x 9 in, A572 grade- 50 steel with an ultimate strength of 65 ksi. The fasteners are 2 in diameter bolts. Disregard the shear strength of the bolts, and disregard eccentricity. 2.75 in 0.5 in 2 in O O, 2.5 in 9 in 2.5 in FO o° 2 in G E The maximum tensile load the connection can support is most. nearly (A) 140 kips (B) 150 kips (C) 170 kips (D) 200 kips
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