AW 12 x 65 column supports an axial load of Pp = 890 kN and P₁ = 1330 kN. Concrete footing supporting the base plate has dimensions of 2.7 m x 2.7 m. Given: Compressive strength of concrete fc' = 20.7 MPa For base plate: Fy = 248 MPa For the W 12 x 65 column d=307.85 mm Use LFRD method b₁ =304.80 mm a. Determine the value of N for the base plate. b. Determine the value of B for the base plate. C. Determine the thickness of the base plate.
AW 12 x 65 column supports an axial load of Pp = 890 kN and P₁ = 1330 kN. Concrete footing supporting the base plate has dimensions of 2.7 m x 2.7 m. Given: Compressive strength of concrete fc' = 20.7 MPa For base plate: Fy = 248 MPa For the W 12 x 65 column d=307.85 mm Use LFRD method b₁ =304.80 mm a. Determine the value of N for the base plate. b. Determine the value of B for the base plate. C. Determine the thickness of the base plate.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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