Calculate the service load capacity in tension for an L6x4x1/2 of A36 Grade 36 steel connected with 5/8-inch dia bolts in standard holes as shown in figure 2. The angle tension member is connected to a gusset plate, typical of truss joints. The gusset plate is the plate at the intersection of members to which they are connected. Use American Institute of Steel Construction Load and Resistance Factor Design, and assume the live load to the dead load ratio is 4.0.
Calculate the service load capacity in tension for an L6x4x1/2 of A36 Grade 36 steel connected with 5/8-inch dia bolts in standard holes as shown in figure 2. The angle tension member is connected to a gusset plate, typical of truss joints. The gusset plate is the plate at the intersection of members to which they are connected. Use American Institute of Steel Construction Load and Resistance Factor Design, and assume the live load to the dead load ratio is 4.0.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Calculate the service load capacity in tension for an L6x4x1/2 of A36 Grade 36 steel
connected with 5/8-inch dia bolts in standard holes as shown in figure 2. The angle
tension member is connected to a gusset plate, typical of truss joints. The gusset plate is
the plate at the intersection of members to which they are connected. Use American
Institute of Steel Construction Load and Resistance Factor Design, and assume the live
load to the dead load ratio is 4.0.
Transcribed Image Text:Calculate the service load capacity in tension for an L6x4x1/2 of A36 Grade 36 steel
connected with 5/8-inch dia bolts in standard holes as shown in figure 2. The angle
tension member is connected to a gusset plate, typical of truss joints. The gusset plate is
the plate at the intersection of members to which they are connected. Use American
Institute of Steel Construction Load and Resistance Factor Design, and assume the live
load to the dead load ratio is 4.0.
T
7 spa @ 2" = 1'-2"
1
Gusset plate
Detail A
L6 X 4
T
2
Figure 2
1
-IN
2."
ot
Detail A
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