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Closure to “<i>Angles in Eccentric Tension</i>” by Murty K. S. Madugula and S. Mohan (October, 1988, Vol. 114, No. 10)
Publisher: American Society of Civil Engineers
Discussion of “<i>Transmission Towers: Design of Cold‐Formed Angles</i>” by Edwin H. Gaylord and Gene M. Wilhoite (August, 1985, Vol. 111, No. 8)
Publisher: American Society of Civil Engineers
Angles in Eccentric Tension
Publisher: American Society of Civil Engineers
Abstract: American, British, and Canadian specifications for the effective diameter of bolt hole, effective net area, and ultimate strength of bolted steel single angles connected by one leg and subjected to axial tension are reviewed. ...
Closure to “<i>Buckling of Angles: State of the Art</i>” by John B. Kennedy and Murty K. S. Madugula (September, 1982)
Publisher: American Society of Civil Engineers
Closure to “<i>Stability Functions for Three‐Dimensional Beam‐Columns</i>” by Shantaram G. Ekhande, Mohan Selvappalam, and Murty K. S. Madugula (February, 1989, Vol. 115, No. 2)
Publisher: American Society of Civil Engineers
Discussion of “<i>Behavior of Single‐Angle‐Compression Members</i>” by M. Elgaaly, H. Dagher, and W. Davids (December, 1991, Vol. 117, No. 12)
Publisher: American Society of Civil Engineers
Stability Functions for Three‐Dimensional Beam‐Columns
Publisher: American Society of Civil Engineers
Abstract: Members carrying both axial force and bending moment are subjected to an interaction between these effects. The analysis of a beam‐column using stability functions as an alternative to the stress stiffness matrix is ...
Flexural Buckling of Steel Angles: Experimental Investigation
Publisher: American Society of Civil Engineers
Abstract: Structural steel angles have a wide variety of applications. However, steel angles have not received the attention comparable to heavy shapes such as wide flange sections. For steel angles, flexural buckling strength is ...
Development of Column Curve for Steel Angles
Publisher: American Society of Civil Engineers
Abstract: Structural steel angles have a wide range of applications requiring a comprehensive design methodology. One of the most important aspects of steel-angle design is the flexural buckling strength. In this paper, the test ...
Schifflerized Angle Struts
Publisher: American Society of Civil Engineers
Abstract: Schifflerized angles (90° hot‐rolled equal leg angles bent to 60°) are employed as main leg members in triangular‐base latticed communication structures. The strength of these angles is quite different from that of regular ...