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- Steel Timber Design Kindly Solve This Please Thank You 1 (20.63 KiB) Viewed 18 times
STEEL & TIMBER DESIGN Kindly solve this please Thank you
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STEEL & TIMBER DESIGN Kindly solve this please Thank you
STEEL & TIMBER DESIGN
Kindly solve this please
Thank you
A W12 x 79 is used as a column section with an unbraced length of 4.1m. Assume Kx = Ky = 1.0. Use Fy=245 MPa, fc' = 280 MPa The column is interfaced to a concrete pedestal. Es = 200000 MPa. Properties of W 12 x 70 A = 14968 mm² d = 314.45 mm Sx = 1753 x 10³ mm³ = 587 x 10³ mm³ Sy bf = 306.83 mm rx = 135.64 mm tf = 18.69 mm ry=77.47 mm tx = 11.94 mm 1. Compute the max. capacity of the column section. 2. Design the size of column base plate. 3. Design the thickness of the base plate.
Kindly solve this please
Thank you
A W12 x 79 is used as a column section with an unbraced length of 4.1m. Assume Kx = Ky = 1.0. Use Fy=245 MPa, fc' = 280 MPa The column is interfaced to a concrete pedestal. Es = 200000 MPa. Properties of W 12 x 70 A = 14968 mm² d = 314.45 mm Sx = 1753 x 10³ mm³ = 587 x 10³ mm³ Sy bf = 306.83 mm rx = 135.64 mm tf = 18.69 mm ry=77.47 mm tx = 11.94 mm 1. Compute the max. capacity of the column section. 2. Design the size of column base plate. 3. Design the thickness of the base plate.