TECHNICAL PAPERS
Mar 1, 1984

Design Stress Capacities of Tapered Glulam Members

Publication: Journal of Structural Engineering
Volume 110, Issue 3

Abstract

Analytical and experimental studies were performed on single and double‐tapered glulam members. An orthotropic finite element modeling was employed. Analytical predictions were confirmed by static load tests conducted on 10 full‐scale specimens. Tests to destruction were performed to observe the failure mode and ultimate strength of each specimen. Measured stresses at failure are compared to current design code provisions in the United States. The interaction of stresses concept of failure is evaluated in light of the results observed in this study.

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Information & Authors

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 110Issue 3March 1984
Pages: 490 - 504

History

Published online: Mar 1, 1984
Published in print: Mar 1984

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Authors

Affiliations

Richard M. Gutkowski, M. ASCE
Assoc. Prof. of Civ. Engrg., Colorado State Univ., Fort Collins, Colo.
George R. Dewey
Struct. Engr., Richard Weingardt Consultants, Inc., Denver, Colo.

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