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A W250 x 73 is used as a column and is supported by a concrete pier as shown. The top surface of the pier is 450 mm by 450 mm. Design an A36 base plate for a column dead load of 400 kN and a live load of 600 kN. The concrete strength is f c' = 20.68 MPa. Use ASD. Additional section properties: bf = 254 mm, k = 26.9 mm, tw = 8.64 mm, d = 254mm, tf =14.2mm

A W250 x 73 is used as a column and is supported by a concrete pier as shown. The top surface of the pier is 450 mm by 450 mm. Design an A36 base plate for a column dead load of 400 kN and a live load of 600 kN. The concrete strength is f c' = 20.68 MPa. Use ASD. Additional section properties: bf = 254 mm, k = 26.9 mm, tw = 8.64 mm, d = 254mm, tf =14.2mm

Structural Analysis
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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Topic: BEAM BEARING PLATES AND COLUMN BASE PLATES - STEEL DESIGN

A W250 x 73 is used as a column and is supported by a concrete pier as shown. The top surface of the pier is 450 mm by 450 mm. Design an A36 base plate for a column dead load of 400 kN and a live load of 600 kN. The concrete strength is f c' = 20.68 MPa. Use ASD. Additional section properties: bf = 254 mm, k = 26.9 mm, tw = 8.64 mm, d = 254mm, tf =14.2mm
Transcribed Image Text:A W250 x 73 is used as a column and is supported by a concrete pier as shown. The top surface of the pier is 450 mm by 450 mm. Design an A36 base plate for a column dead load of 400 kN and a live load of 600 kN. The concrete strength is f c' = 20.68 MPa. Use ASD. Additional section properties: bf = 254 mm, k = 26.9 mm, tw = 8.64 mm, d = 254mm, tf =14.2mm
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