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. 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.550 mm600 mm-414 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.

Given: Cross section of concrete pedestal = 600 mm x 500 mm Base plate = 550 mm x 414 mm x 36 mm fc…

Answered: A base plate is resting on a concrete…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

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.

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.
550 mm
600 mm
-414 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.

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