The given angle bar L125x75x12 with Ag = 2,269 sq.mm. is connected to a gusset plate using 20 mm diameter bolts as shown in the figure. Using A36 steel with Fy = 248 MPa and Fu = 400 MPa, determine the following: 2. Determine the nominal tensile strength of the 12 mm thick, A36 angle bar shown based on: a. Gross yielding b. Tensile rupture Bolts used for the connection are 20 mm in diameter. O O O O 0 O O Effective net area of the tension member if the shear lag factor is 0.80. Select the correct response: 1,516.1 1,354.4 1,431.2 1,221.6
The given angle bar L125x75x12 with Ag = 2,269 sq.mm. is connected to a gusset plate using 20 mm diameter bolts as shown in the figure. Using A36 steel with Fy = 248 MPa and Fu = 400 MPa, determine the following: 2. Determine the nominal tensile strength of the 12 mm thick, A36 angle bar shown based on: a. Gross yielding b. Tensile rupture Bolts used for the connection are 20 mm in diameter. O O O O 0 O O Effective net area of the tension member if the shear lag factor is 0.80. Select the correct response: 1,516.1 1,354.4 1,431.2 1,221.6
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The given angle bar L125x75x12 with Ag = 2,269 sq.mm. is connected to a gusset plate using 20 mm diameter bolts as shown in the figure. Using A36 steel with Fy = 248 MPa and Fu = 400
MPa, determine the following:
2. Determine the nominal tensile strength of the 12 mm thick, A36 angle bar shown based on:
a. Gross yielding
b. Tensile rupture
Bolts used for the connection are 20 mm in diameter.
O O O O
O
O O
Effective net area of the tension member if the shear lag factor is 0.80.
Select the correct response:
1,516.1
1,354.4
1,431.2
1,221.6](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F659c3e68-e10e-4464-ab67-fd6f386f935d%2F4a1c4be3-f9c1-42d3-86e4-3bcde904b252%2Ffmy8grp_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The given angle bar L125x75x12 with Ag = 2,269 sq.mm. is connected to a gusset plate using 20 mm diameter bolts as shown in the figure. Using A36 steel with Fy = 248 MPa and Fu = 400
MPa, determine the following:
2. Determine the nominal tensile strength of the 12 mm thick, A36 angle bar shown based on:
a. Gross yielding
b. Tensile rupture
Bolts used for the connection are 20 mm in diameter.
O O O O
O
O O
Effective net area of the tension member if the shear lag factor is 0.80.
Select the correct response:
1,516.1
1,354.4
1,431.2
1,221.6
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