Determine the available tensile capacity of the connection shown in the figure. The yield stress of the HSS 6.000 × 0.280 is Fy = 42 ksi and the tensile strength is Fu = 58 ksi. The strength of the 1/2-in gusset plate and the 1/4-in fillet weld is adequate.
Determine the available tensile capacity of the connection shown in the figure. The yield stress of the HSS 6.000 × 0.280 is Fy = 42 ksi and the tensile strength is Fu = 58 ksi. The strength of the 1/2-in gusset plate and the 1/4-in fillet weld is adequate.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Determine the available tensile
capacity of the connection shown
in the figure. The yield stress of the
HSS 6.000 × 0.280 is Fy = 42 ksi
and the tensile strength is Fu = 58
ksi. The strength of the 1/2-in
gusset plate and the 1/4-in fillet
weld is adequate.
The relevant properties of the
HSS 6.000 × 0.280 are obtained
from AISC Manual Table 1-13 as
Ag = 4.69 in²
t = 0.260 in
D = 6.0 in
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