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-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text: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
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-
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