An A36 (Fy=248MPa, E=200GPa) WF steel column, which is part of a braced frame is loaded with an eccentric load Pu=68.4KN along the plane of the web "e" mm from its centroid. The column is laterally supported with Lb
An A36 (Fy=248MPa, E=200GPa) WF steel column, which is part of a braced frame is loaded with an eccentric load Pu=68.4KN along the plane of the web "e" mm from its centroid. The column is laterally supported with Lb
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.3P
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An A36 (Fy=248MPa, E=200GPa) WF steel column, which is part of a braced frame is loaded with an eccentric load Pu=68.4KN along the plane of the web "e" mm from its centroid. The column is laterally supported with Lb<Lp with compact section with design moment strength of 54KN-m. Using L=4.4m and effective length factor of 0.7. The properties of the WF section are A=3,787mm2, rx=69.77mm, ry=38.61mm. Calculate the maximum distance "e" in millimeters? Express your answer in 1 decimal place.
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