A W10x112 column rest on a base plate and on a 400 mm x 400 mm concrete pedestal. The pedestal and base plate are of the same dimensions. Yield strength of steel Fy = 248MPa, effective length of column Le= W/4 m. Concrete strength fc = W MPa. Use ASD. (Hint Le = kL) a.What is the allowable axial capacity of the column in kN? b.What is the allowable bearing capacity of the pedestal in kN? C.What is the minimum required thickness of the base plate rounded off to nearest safe 5 mm

A W10x112 column rest on a base plate and on a 400 mm x 400 mm concrete pedestal. The pedestal and base plate are of the same dimensions. Yield strength of steel Fy = 248MPa, effective length of column Le= W/4 m. Concrete strength fc = W MPa. Use ASD. (Hint Le = kL) a.What is the allowable axial capacity of the column in kN? b.What is the allowable bearing capacity of the pedestal in kN? C.What is the minimum required thickness of the base plate rounded off to nearest safe 5 mm

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter2: Concepts In Structural Steel Design

Section: Chapter Questions

Problem 2.1P: A column in a building is subjected to the following load effects: 9 kips compression from dead load...

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