A base plate is resting on a concrete pedestal 600 mm x 500 mm in cross section. The base plate is 550 mm x 414 mm x 36 mm. fc' = 20.86 MPa. The column section is a W 14 x 70 with flange width of 256 mm and a depth of 360 mm. Fy = 250 mm. a) Solve for the allowable bearing pressure based on the flexural strength of the base plate. b. Compute the Capacity of the column section based on the flexural strength of th
A base plate is resting on a concrete pedestal 600 mm x 500 mm in cross section. The base plate is 550 mm x 414 mm x 36 mm. fc' = 20.86 MPa. The column section is a W 14 x 70 with flange width of 256 mm and a depth of 360 mm. Fy = 250 mm. a) Solve for the allowable bearing pressure based on the flexural strength of the base plate. b. Compute the Capacity of the column section based on the flexural strength of th
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A base plate is resting on a concrete pedestal 600 mm x 500 mm in cross section. The base plate is 550 mm x 414 mm x 36 mm. fc' = 20.86 MPa. The column section is a W 14 x 70 with flange width of 256 mm and a depth of 360 mm. Fy = 250 mm.
a) Solve for the allowable bearing pressure based on the flexural strength of the base plate.
b. Compute the Capacity of the column section based on the flexural strength of the base plate.
Transcribed Image Text:550 mm
600 mm
-414 mm
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