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The Structural Engineer, Volume 66, Issue 18, 1988
The paper discusses the versatility of glued-laminated timber (glulam). It presents the principal advantages of the method and reviews the historical development of structural timber laminating. The small volume of glulam used in Britain is compared with usage elsewhere. Glulam structural members are defined, and their design principles outlined. Structural forms are discussed, and fire resistance is dealt with briefly. Market developments are mentioned. C.J. Mettem
A method of calculating service load stresses, strains and crack widths in reinforced concrete half joints is proposed, and compared with the results of tests on 46 half joints. The proposed method of calculation gave reasonable agreement with the test data, and also with the limited amount of independent data that are available. It was found that the most significant factor in controlling service load stresses and crack widths is the provision of inclined reinforcement at a half joint. L.A. Clark and P. Thorogood