Research Article
Sep 1972
Behavior and Design of Shingle Joints
Publication: Journal of the Structural Division
Volume 98, Issue 9
Abstract
Seven shingle joints of A572 steel were fastened with 7/8-inc. (22.3-mm) A325 bolts; the remaining 2 joints were fastened with 7/8-in. (22.3-mm) Huckbolts. The variables covered in this investigation were the An/As ratio, the total number of fasteners in the joint, the number of fasteners per region and the number of regions. The average shear strength of shingle joints was shown to decrease with joint length which is similar to butt joints. A comparison between the theoretical and experimental results indicated that the theoretical predictions are reliable for the load-deformation behavior, the ultimate strength, as well as the distribution of load in the main and combined lap plates of shingle joints. Various design methods approximating the distribution of load in the joint elements are compared with the experimental load partitions at the working load level. For design a modification of existing methods is proposed.
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Information
Published In
Journal of the Structural Division
Volume 98 • Issue 9 • September 1972
Pages: 1923 - 1941
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Sep 1972
Published online: Feb 1, 2021
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Authors
Affiliations
Edward H. Power, AM.ASCE
Engr., Richardson, Gordon and Assoc., Consulting Engrs., Pittsburgh, Pa.; formerly, Research Asst., Fritz Engineering Lab, Lehigh Univ., Bethlehem, Pa.
John W. Fisher, M.ASCE
Prof. of Civ. Engrg., and Assoc. Dir. of Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.