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    Moment Capacities of Steel Angle Sections 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 011
    Author(s): N. S. Trahair
    Publisher: American Society of Civil Engineers
    Abstract: Steel angle sections are commonly used as beams to support distributed loads which cause biaxial bending and torsion. However, the recommendations of many design codes are unnecessarily conservative when applied to the ...
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    Bearing, Shear, and Torsion Capacities of Steel Angle Sections 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 011
    Author(s): N. S. Trahair
    Publisher: American Society of Civil Engineers
    Abstract: Steel angle sections are commonly used as beams to support distributed loads which cause biaxial bending and torsion. However, many design codes do not have any design rules for torsion, while some recommendations are ...
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    Biaxial Bending and Torsion of Steel Equal Angle Section Beams 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author(s): N. S. Trahair
    Publisher: American Society of Civil Engineers
    Abstract: Although steel single angle sections are commonly used as beams to support distributed loads which cause biaxial bending and torsion, their behavior may be extremely complicated, and the accurate prediction of their strengths ...
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    Biaxial Bending of Steel Angle Section Beams 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 004
    Author(s): N. S. Trahair
    Publisher: American Society of Civil Engineers
    Abstract: The loads applied to angle beams usually act out of the principal planes so that they cause simultaneous biaxial bending about both principal axes. The general practice for designing unbraced beams against biaxial bending ...
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    Lateral Buckling Strengths of Steel Angle Section Beams 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author(s): N. S. Trahair
    Publisher: American Society of Civil Engineers
    Abstract: The design of unbraced steel angle section beams against biaxial bending and torsion requires the ability to predict their lateral buckling strengths when bent about the major principal axis. Present design code formulations ...
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    Lateral Postbuckling Analysis of Beam Columns 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 005
    Author(s): N. S. Trahair
    Publisher: American Society of Civil Engineers
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    Buckling and Torsion of Steel Unequal Angle Beams 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 003
    Author(s): N. S. Trahair
    Publisher: American Society of Civil Engineers
    Abstract: Although steel single angle sections are commonly used as beams to support distributed loads which cause biaxial bending and torsion, their behavior may be extremely complicated, and the accurate prediction of their strengths ...
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    Buckling and Torsion of Steel Equal Angle Beams 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 003
    Author(s): N. S. Trahair
    Publisher: American Society of Civil Engineers
    Abstract: Although steel single angle sections are commonly used as beams to support distributed loads which cause biaxial bending and torsion, their behavior may be extremely complicated, and the accurate prediction of their strengths ...
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    Design of Steel Equal Angle Lintels 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 005
    Author(s): N. S. Trahair
    Publisher: American Society of Civil Engineers
    Abstract: Single equal angle steel beams are often used as lintels to support eccentric loading acting normal to one flange. This loading causes combined biaxial bending and torsion, which is not allowed for in most steel design ...
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    Nonlinear Elastic Nonuniform Torsion 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 007
    Author(s): N. S. Trahair
    Publisher: American Society of Civil Engineers
    Abstract: This paper is concerned with large twist rotations of elastic thin-walled open section beams that induce additional longitudinal stresses, which exert nonlinear “Wagner” stiffening torques. The nonlinear behavior of a ...
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