The properties of the steel column are shown in the  table. Yield strength of the column and base plate is 248  MPa. For concrete; f’c = 21 MPa. a. Determine the axial capacity of the column. (LRFD) b. Determine the smallest dimension of the square base plate so that the allowable bearing for the  concrete support is not exceeded? (Increment of  5mm) c. Determine the thickness of the base plate

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A W14x54 steel column rests on a concrete 
pedestal. Column base plate is to be provided and 
designed using the full capacity of the column for axial 
load. The properties of the steel column are shown in the 
table. Yield strength of the column and base plate is 248 
MPa. For concrete; f’c = 21 MPa.

a. Determine the axial capacity of the column.
(LRFD)
b. Determine the smallest dimension of the square
base plate so that the allowable bearing for the 
concrete support is not exceeded? (Increment of 
5mm)
c. Determine the thickness of the base plate

 

Effective Length, Le
Area, A
Overall depth, d
Flange width, bf
Flange Thickness, tf
Web thickness
Radius of gyration, rt
=
=
=
=
=
5 m
10,064 mm²
204.7 mm
16.8 mm
353.6 mm
9.4 mm
48.85 mm
Transcribed Image Text:Effective Length, Le Area, A Overall depth, d Flange width, bf Flange Thickness, tf Web thickness Radius of gyration, rt = = = = = 5 m 10,064 mm² 204.7 mm 16.8 mm 353.6 mm 9.4 mm 48.85 mm
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