Small-scale Aluminium Stanchions in Combined Bending and Compression

Author: Augusti, G;Barbarito, B

Date published

N/A

Price

Standard: £10 + VAT
Members/Subscribers: Free

Back to Previous

Small-scale Aluminium Stanchions in Combined Bending and Compression

Tag
Author
Augusti, G;Barbarito, B
Date published
N/A
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Author

Augusti, G;Barbarito, B

Citation

The Structural Engineer, Volume 44, Issue 4, 1966

Date published

N/A

Author

Augusti, G;Barbarito, B

Citation

The Structural Engineer, Volume 44, Issue 4, 1966

Price

Standard: £10 + VAT
Members/Subscribers: Free

Tests were made on 106 small-scale aluminium stanchions of I-section, loaded by an axial load P and one end moment M1 in the plane of the web; the slenderness ratios ranged between 27 and 79. For each slenderness the P-M1 relationship at collapse was well approximated by a parabola.

G. Augusti and B. Barbarito

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Issue 4

Related Resources & Events

The Structural Engineer
<h4>Shutter Ties in Unlined in Concrete Water-Retaining Structures</h4>

Shutter Ties in Unlined in Concrete Water-Retaining Structures

Although acceptable in most construction, the presence of shutter ties in unlined concrete water-retaining structures may form a potential source of leakage. This paper describes work undertaken to determine whether such leakage could occur and, if so, its practical importance and the factors influencing it. P. Jackson

Author – Jackson, P
Price – £10
The Structural Engineer
<h4>Radio Towers. Discussion on the paper by L. R. Creasy OBE BSc MIStructE MICE (Member of Council), H.</h4>

Radio Towers. Discussion on the paper by L. R. Creasy OBE BSc MIStructE MICE (Member of Council), H.

Dr. A. J. Dutt (Senior Engineer, Special Structures, Greater London Council) said the London Museum Radio Tower-the tallest in this country-was one of the nicest buildings, and a centre of tourist attraction, not only from the point of view of functional requirements but also from the architectural point of view. Proper assessment of wind loading was one of the principal structural design considerations for these towers and Dr. Dutt wanted to raise a few points on that aspect.

Price – £10
The Structural Engineer
<h4>Optimum Design by Structural Synthetics</h4>

Optimum Design by Structural Synthetics

The following is a precis of a paper which is filed in the Institution's Library (reference X( 11) ). Copies are available for borrowing by members of the Institution in the United Kingdom or can be consulted at the Institution. Dhanhjoo N. Ghista

Price – £10