A straight steel bar is fastened to a gusset plate with three 3/4-in diameter ASTM A-307 bolts, as shown. gusset plate thickness 5/8" 3/4" dia. bolt PL 6" x 2" 3" O 0 3" P 1.5" 3" 3" 1.5" The bolt capacity in single shear is 7.95 kips. Assume that plate capacity is 126.3 kips. Using standard size holes, the design shear strength of the connection is most nearly (A) 15.9 kips (B) 23.9 kips (C) 47.7 kips (D) 76.3 kips kin-

A straight steel bar is fastened to a gusset plate with three 3/4-in diameter ASTM A-307 bolts, as shown. gusset plate thickness 5/8" 3/4" dia. bolt PL 6" x 2" 3" O 0 3" P 1.5" 3" 3" 1.5" The bolt capacity in single shear is 7.95 kips. Assume that plate capacity is 126.3 kips. Using standard size holes, the design shear strength of the connection is most nearly (A) 15.9 kips (B) 23.9 kips (C) 47.7 kips (D) 76.3 kips kin-

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.6.4P

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