The Removal of the Main Internal Support Walls to Nazareth House Chapel at Hammersmith

Author: Bunce, J W

Date published

N/A

Price

Standard: £10 + VAT
Members/Subscribers: Free

Back to Previous

The Removal of the Main Internal Support Walls to Nazareth House Chapel at Hammersmith

Tag
Author
Bunce, J W
Date published
N/A
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Author

Bunce, J W

Citation

The Structural Engineer, Volume 42, Issue 4, 1964

Date published

N/A

Author

Bunce, J W

Citation

The Structural Engineer, Volume 42, Issue 4, 1964

Price

Standard: £10 + VAT
Members/Subscribers: Free

The existing chapel comprises three spans, 21 ft 0 in. externally, the central one measuring 25 ft 3 in. Each span was built at a different period, the original centre building being more than a hundred years old. The original 22 1/2 in. external walls to this span now formed the division between the three aisles, the only visual link being a low-level arch fenestration formed for pedestrian movement; occupiers of the side aisles were very much isolated from the main body of the chapel and the majority did not have a clear view of the altar.

J. W. BUNCE

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Issue 4

Related Resources & Events

The Structural Engineer
<h4>Ultimate Strength of Plane Curved Girders</h4>

Ultimate Strength of Plane Curved Girders

In this paper a general analytical method is outlined for calculating the collapse loads of plane curved girders of any shape. The method applies to any type of loading and to girders curved in three dimensions. Examples are given of circular girders and right-angled bents. For the former, Tables of collapse loads are obtained by means of an electronic computer. E. 0. IMEGWU

Author – Imegwu, E O
Price – £10
The Structural Engineer
<h4>Glued Joints for Structural Concrete. Discussion on the paper by R. Paul Johnson MA AMlStructE AMICE</h4>

Glued Joints for Structural Concrete. Discussion on the paper by R. Paul Johnson MA AMlStructE AMICE

Mr. S. B. Tietz (Associate-Member) referred to some tests carried out on polyester resins, not unfortunately under conditions as well controlled as in Mr. Johnson's tests, nor numerous enough in some cases to draw any final conclusions. On the other hand he considered that they were indicative.

Price – £10
The Structural Engineer
<h4>Correspondence 'Numerical Analysis of Conoidal Shells ’ by Santi P. Banerjee, pr6cis published</h4>

Correspondence 'Numerical Analysis of Conoidal Shells ’ by Santi P. Banerjee, pr6cis published

Dr. M. Soare of Bucharest writes:- ‘Mr. Banerjee states that “ ‘three’ numbers of boundary conditions are imperative for the solution of conoids ” and that “ Soare’s method assuming ‘two’ conditions instead does not offer a complete solution.”

Price – £10