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
Related questions
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
![Pr
HSS 6.000 × 0.280
1/4
10
To
W.P.I
D
O o10 0](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbf8e071e-21ae-4de9-92be-7a7dc1cb1d7b%2Fed32ce2b-6c03-48b5-8112-3ccfb46a0ce6%2Fwgghk7s_processed.png&w=3840&q=75)
Transcribed Image Text:Pr
HSS 6.000 × 0.280
1/4
10
To
W.P.I
D
O o10 0
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