test
Date published

1 January 1923

Price

Standard: £10 + VAT
Members/Subscribers: Free

Tag
Author
Date published
1 January 1923
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Citation

The Structural Engineer, Volume 1, Issue 1, 1923, Page(s) 1

Date published

1 January 1923

Citation

The Structural Engineer, Volume 1, Issue 1, 1923, Page(s) 1

Price

Standard: £10 + VAT
Members/Subscribers: Free

This number of the Journal marks a new era in the history of the Institution. First
of all, it bears for the first time the new title of the Institution; and secondly the size, and, it is intended, the matter included, are both enlarged.

Additional information

Format:
PDF
Pages:
1
Publisher:
The Institution of Structural Engineers

Tags

Volume 1 (1923) Issue 1 Opinion

Related Resources & Events

The Structural Engineer
<h4>The Strength of Rectangular Slabs</h4>

The Strength of Rectangular Slabs

The subject of this paper is the strength of rectangular slabs, but it is limited to such slabs as have an appreciable thickness coinpared with the span, and more particularly it is limited to slabs of reinforced concrete only. A. Ingerslev

Date – 1 January 1923
Author – Ingerslev, A
Price – £10
The Structural Engineer
<h4>The Calculation of the Section Modulus of Symmetrically Plated Girders</h4>

The Calculation of the Section Modulus of Symmetrically Plated Girders

In calculating the strength of plated rolled or built up sections it is usual first to calculate the moment of inertia about the neutral axis and then divide by the distance of the neutral axis from the extreme fibre. W.A. Green

Date – 1 January 1923
Author – Green, W A
Price – £10
The Structural Engineer
<h4>Rolling Loads Made Easy</h4>

Rolling Loads Made Easy

The following article is the outcome of an argument in which the writer contended, (and subsequentlv proved by experiment) that, with less than half-an-hour’s explanation, he could get boys of fourteen to draw, as quickly as experts, bending moment diagrams for beams subject to moving to centrated loads. An engineer’s time should be too valuable for such work, which should come within the province of the ofice boy. W.G. Sheppard

Date – 1 January 1923
Author – Sheppard, W G
Price – £10