On the Evaluation of Critical Lateral Buckling Loads of Prismatic Steel Beams

2013 ◽  
Author(s):  
R. Aydin ◽  
A. Gunaydin ◽  
N. Kirac ◽  
H. Ozbasaran
Keyword(s):  
Steel Beams ◽  
Lateral Buckling ◽  
Buckling Loads

On the evaluation of critical lateral buckling loads of prismatic steel beams

2015 ◽  
Vol 18 (3) ◽  
pp. 603-621 ◽  
Author(s):  
R. Aydin ◽  
A. Gunaydin ◽  
N. Kirac
Keyword(s):  
Steel Beams ◽  
Lateral Buckling ◽  
Buckling Loads

Lateral Buckling of Rolled Steel Beams

1957 ◽  
Vol 122 (1) ◽  
pp. 823-843
Author(s):  
Robert A. Hechtman ◽  
John S. Hattrup ◽  
Eugene F. Styer ◽  
John L. Tiedemann
Keyword(s):  
Steel Beams ◽  
Rolled Steel ◽  
Lateral Buckling

Lateral Buckling of Coped Steel Beams

1988 ◽  
Vol 114 (1) ◽  
pp. 1-15 ◽  
Author(s):  
Jung‐June R. Cheng ◽  
Joseph A. Yura ◽  
C. Philip Johnson
Keyword(s):  
Steel Beams ◽  
Lateral Buckling

scholarly journals Lateral buckling of steel beams. Compared analysis of CTE DB SE-A, EAE and EC3 codes

2021 ◽  
Author(s):  
A. Guardiola-Víllora ◽  
A. Pérez-García ◽  
A. Pérez
Keyword(s):  
Bending Moment ◽  
Structural Safety ◽  
Steel Beams ◽  
Bending Moments ◽  
Rolled Steel ◽  
Lateral Buckling ◽  
Mathematical Expressions ◽  
Eurocode 3 ◽  
Hot Rolled ◽  
Hot Rolled Steel

The Basic Document, Structural Safety, Steel of the Spanish Technical Building Code provides mathematical expressions to obtain the lateral buckling resistance of hot-rolled steel beams. These expressions include a coefficient, C1, that accounts for variation of the bending moment along the beam. However, this document only provides values for linear diagrams of bending moments. The instruction for Structural Steel, a copy of the latest version of Eurocode 3, does not include any method to obtain the elastic critical moment. On the contrary, a table with correction factors applicable to different types of bending moments diagrams is included. In this document both procedures have been combined and results have been compared to those obtained using other versions of the Eurocode 3. Finally, tables have been provided to ease the design of hot-rolled steel beams while preventing the lateral buckling.

scholarly journals Erratum for “Lateral Buckling of Rolled Steel Beams”

1957 ◽  
Vol 83 (1) ◽  
pp. 3-5
Author(s):  
R.A. Hechtman ◽  
J.S. Hattrup ◽  
E.F. Styer ◽  
J.L. Tiedemann
Keyword(s):  
Steel Beams ◽  
Rolled Steel ◽  
Lateral Buckling
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