An Appraisal of the Merrison Design Rules for Ribs of Girder Webs
Date published

N/A

Price

Standard: £10 + VAT
Members/Subscribers: Free

Back to Previous

An Appraisal of the Merrison Design Rules for Ribs of Girder Webs

Tag
Author
Date published
N/A
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Citation

The Structural Engineer, Volume 57, Issue 4, 1979

Date published

N/A

Citation

The Structural Engineer, Volume 57, Issue 4, 1979

Price

Standard: £10 + VAT
Members/Subscribers: Free

The paper is concerned with the Merrison rules method for the design ribs of plate and box girder webs. The rationale for the rules is outlined, and rib size as predicted by them is compared with rib size predicted from elastic, small deflection, plate theory.

H.R. Milner

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Issue 4

Related Resources & Events

The Structural Engineer
<h4>Verulam</h4>

Verulam

Do you recollect the abominable weather that brought the whole country to a near standstill at the turn of the year, or have the promises of Spring, referendums, and other apparently major events, swept them from your minds, so that, like us. you will be just as unprepared for it when a similar inclemency descends once again upon us all? We recall these events because they brought to us the misfortune of being snowbound on a journey, but the good fortune to find ourselves stranded in a pleasant country pub in the company of an eminent member of our Institution. Each weather forecast was given concentrated attention; between them, there were lengthy periods of somnolence and shorter periods of activity when we ventured out to take what exercise we could, but, having exhausted the weather as a subject for conversation, and having reached agreement, each with a few reservations, on how the country could and should be run, conversation turned to speculation on some aspects of structural engineering which we venture to think may be of interest. Verulam

Price – £10
The Structural Engineer
<h4>Reinforced and Prestressed Masonry. What do you want in a Code?</h4>

Reinforced and Prestressed Masonry. What do you want in a Code?

In 1835 Sir Marc lsambard Brunel tested his famous 7.5 m reinforced brickwork beam (Fig 1 ). The bricks were laid in 'cement' and reinforced with hoop iron in the lower courses. The beam failed under a central applied load of 12 t. Other tests followed in the next 3 years including General Pasley's, which established the need for a strong mortar for bond to the reinforcement. R.J.M. Sutherland

Price – £10
The Structural Engineer
<h4>Discussion on The Itchen Bridge-Southampton by T.H. Nicholson, L.R. Robertson, A. Goldstein and W. F</h4>

Discussion on The Itchen Bridge-Southampton by T.H. Nicholson, L.R. Robertson, A. Goldstein and W. F

Mr. T. H. Nicholson: It is my pleasure to introduce the first part of the paper on behalf of Mr. Robertson and myself.

Price – £10