Compute the maximum acceptable tensile SERVICE LOAD that may act on a single tee section that is connected to a gusset plate using welds 12 inches long, as shown in the figure. The service live load is three times the dead load. Use A992 steel. USE LRFD ONLY, no block shear will occur. What is the Governing Ultimate Tensile Capacity based on Net Fracture Round your answer to 3 decimal places.
Compute the maximum acceptable tensile SERVICE LOAD that may act on a single tee section that is connected to a gusset plate using welds 12 inches long, as shown in the figure. The service live load is three times the dead load. Use A992 steel. USE LRFD ONLY, no block shear will occur. What is the Governing Ultimate Tensile Capacity based on Net Fracture Round your answer to 3 decimal places.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Compute the maximum acceptable tensile SERVICE LOAD that may act on a
single tee section that is connected to a gusset plate using welds 12 inches long, as
shown in the figure. The service live load is three times the dead load. Use A992
steel. USE LRFD ONLY, no block shear will occur.
What is the Governing Ultimate Tensile Capacity based on Net Fracture
Round your answer to 3 decimal places.
Transcribed Image Text:d
tw
ỹ = centroidal distance
tf 4
bf
![WT]2 x 38
Longitudinal
welds
Given: Properties of WT12 × 38: A, = 11.2 in? j = 3.0 in. bf = 8.99in.
Use A992 Steel: F, = 50 ksi Fu
FE, = 65 ksi
LL = 3 DL
%3D
↑](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F307a5f3f-dfbe-49d3-9cec-1e461945f912%2Fee024418-5cc9-4ebb-b6f6-75370147f3a4%2F05xtnt_processed.png&w=3840&q=75)
Transcribed Image Text:WT]2 x 38
Longitudinal
welds
Given: Properties of WT12 × 38: A, = 11.2 in? j = 3.0 in. bf = 8.99in.
Use A992 Steel: F, = 50 ksi Fu
FE, = 65 ksi
LL = 3 DL
%3D
↑
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