Weatherproof joints in large panel systems: 3 investigation and diagnosis of failures. by Marilyn J. Edwards

Cover of: Weatherproof joints in large panel systems: 3 investigation and diagnosis of failures. | Marilyn J. Edwards

Published by Building Research Establishment in Watford .

Written in English

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Edition Notes

Book details

SeriesInformation paper 10/86
ContributionsBuilding Research Establishment.
ID Numbers
Open LibraryOL14844494M

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Edwards M J. Weatherproof joints in large panel systems: 3 Investigation and diagnosis of failures. BRE Information Paper IP1O/ Garston, BRE, Edwards M J. Weatherproof joints in large panel systems: 4 Flat roofs, balconies and deck accessways. Edwards, M. Weatherproof Joints in Large Panel Systems 3: Investigation and Diagnosis of Failures.

Information Paper IP 10/86, Building Research Establishment, UK (). Information Paper IP 10/86, Building Research Establishment, UK (). Weatherproof joints in large panel systems: 3.

Investigation and diagnosis of failure Third in a series of three publications to assist engineers in local authorities and elsewhere in appraisal, maintenance and repair of large panel system dwellings. Should be. A concrete control joint that was formed during the pour or placement of the concrete usually is tooled to round the upper edges of either side of the joint, and the joint extends some depth into the concrete, or in some cases (such as sidewalks and some floors) the control joint may extend through the full depth or thickness of the concrete.

Blind trials of a typical RADAR system have been carried out on laboratory prepared full-size models of sections of the ‘H2’ joint used in TWA large panel system buildings.

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Article provides the requirements for Class 2 circuits in Part III. The definitions for Class 2 circuits can be found in Art.

In the November issue, we discussed the general requirements that apply to Class 1, 2, and 3 circuits. systems prescribed in Section R without using the specific components required in Section R Subsequent sections address specific exterior coverings: Section R (wood, hardboard, and wood structural panel siding), Section R (wood shakes and shingles), Section R (plaster or stucco).

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and (–) log10cp/mL in BP and SP, respectively. Treatment was started a median of 7 days (3–12) after diagnosis. Between BL and W48, a significantly higher proportion of participants achieved a first VL below LOQ in SP (%) than in BP (%; p=0.

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