Discussion on Halifax Building Society New Head Office by W.E.W. Brook and H. Halsall
Date published

N/A

Price

Standard: £10 + VAT
Members/Subscribers: Free

Back to Previous

Discussion on Halifax Building Society New Head Office by W.E.W. Brook and H. Halsall

Tag
Author
Date published
N/A
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Citation

The Structural Engineer, Volume 53, Issue 9, 1975

Date published

N/A

Citation

The Structural Engineer, Volume 53, Issue 9, 1975

Price

Standard: £10 + VAT
Members/Subscribers: Free

Mr. P. B. Ronan: I would like to ask the authors if in retrospect they felt that the site investigation, in particular for a building of this magnitude, was adequate with particular reference to the two boreholes which were put down to give information about groundwater?

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Opinion Issue 9

Related Resources & Events

The Structural Engineer
<h4>Open Discussion on the Relevance of History by Sir Alfred Pugsley, R.J. Mainstone and R.J.M. Sutherl</h4>

Open Discussion on the Relevance of History by Sir Alfred Pugsley, R.J. Mainstone and R.J.M. Sutherl

Sir Alfred Pugsley (F) : I will just devote a few minutes, by way of introduction, to the place of history in the teaching of structural engineering.

Price – £10
The Structural Engineer
<h4>Correspondence on Analysis and Design of Stiffened Plates for Collapse Load by N.W. Murray</h4>

Correspondence on Analysis and Design of Stiffened Plates for Collapse Load by N.W. Murray

Professor Murray has developed methods for the analysis of stiffened plates which agree very closely with the test results. Unfortunately the design rules are not too direct... David Allen

Price – £10
The Structural Engineer
<h4>Correspondence (2) on Approximate Analysis of Suspension Bridges: a Study in Rational Approximate An</h4>

Correspondence (2) on Approximate Analysis of Suspension Bridges: a Study in Rational Approximate An

The authors have presented an interesting method for the rapid estimation of maximum bending moments in decks of suspension bridges. Their approximate analysis draws to a logical conclusion the more general method described by Bowen and Charlton (reference 3 of the paper). It is clear that the use of symmetry and antisymmetry offers a considerable computational advantage :two sets of three linear simultaneous equations are solved far more quickly than one set of six. F. Van der Woude, M.S. Gregory and H.I.A. Hegab

Price – £10