The Resistance of Brickwork to Lateral Loading. Part 2 Design of Walls to Resist Lateral Loads
Date published

N/A

First published: N/A

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now

Added to basket

Back to Previous

The Resistance of Brickwork to Lateral Loading. Part 2 Design of Walls to Resist Lateral Loads

The Structural Engineer
The Resistance of Brickwork to Lateral Loading. Part 2 Design of Walls to Resist Lateral Loads
Date published

N/A

First published

N/A

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now

The need for experimental work in connection with lateral loading has been explained in Part 1. There is no less a need for a suitable design method based on experiment and, where possible, experience, that can be used in the limit state revision of CP lll . Part II discusses the possible design approaches that could make use of the data now available. B.A. Haseltine, H.W.H. West and J.N. Tutt

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Issue 10

Related Resources & Events

The Structural Engineer
Discussion on Engineering Aspects of the National Theatre by A.R. Flint and J.A. Neill

Discussion on Engineering Aspects of the National Theatre by A.R. Flint and J.A. Neill

Mr. Barron: The authors say that the terms of the contract should conveniently be those of a building contract which would be most appropriate for the much more costly superstructure. They actually used the RIBA conditions, more usually referred to as the JCT standard form. They could have also or alternatively used the ICE conditions modified for work with high architectural content. Did the JCT form prove to be as convenient as expected?

Price - £9
The Structural Engineer
A Limit State Design Method for the Tension Region of Bolted Beam - Column Connections

A Limit State Design Method for the Tension Region of Bolted Beam - Column Connections

A common means of forming a rigid joint between universal beam and column sections is to weld an end-plate to the beam end and then to bolt to the column flanges. Tests on models of he tension region of beam-column moment connections joined in this manner, and also complete joints, have shown that the behaviour of the beam tension flange force upon the end-plate and column flanges can be represented by isolated T-stubs. Typical modes of failure for this type ofjoint are discussed relative to experimental observations, and the yield-line method is then used to predict column flange and end-plate flexural yield loads. Good agreement was achieved with test results. A limit state design method is proposed for extended end-plate joints having four bolts in the tension region, and from which stiffening requirements can be readily assessed where necessary. J.A. Packer and L.J. Morris

Price - £9
The Structural Engineer
The Resistance of Brickwork to Lateral Loading. Part 1 Experimental Methods and Results of Tests on

The Resistance of Brickwork to Lateral Loading. Part 1 Experimental Methods and Results of Tests on

Part l describes flexural tests on smallmasonry specimens and tests on full-sized walls, without preload, up to 5.5m long and 3.6m high, uniformly loaded laterally by means of air bags. Results for 6l different clay bricks and three mortars have enabled characteristic flexuralstrengths to be related to the water absorptions of the units. A few results for concrete block walls are also reported. H.W.H. West. H.R. Hodgkinson and B.A. Haseltine

Price - £9