Research Article
Dec 1963
Long Bolted Joints
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 89, Issue 6
Abstract
Tension tests of long structural butt splices of A7 steel connected with 7/8-in. high strength bolts provide background for parts of the specification of the Research Council on Riveted and Bolted Structural Joints for structural joints using A325 bolts. Joints proportioned for a tensile stress of 20 ksi and a shear stress of 22 ksi produced a balance ultimate strength design for short connections approximately 16-in. long. In longer connections, end bolts sheared before all bolts could develop their full shearing strength. In short connections, the average shear stress was approximately 85% of the strength of a single bolt, but bolts in a 52.5 in. (16\x + 3–1/2 in.) long connection developed only 60% of the strength. Joints with tight mill scale faying surfaces and bolts tightened by the turn-of-nut method slipped into bearing at a lower limit of slip coefficient of 0.35. When the mill scale was removed with a power tool, the slip coefficient was only 0.20. Limited tests of bolted lap joints provide information on the behavior of bolts in single shear. Several tests of riveted connections give interesting comparative data.
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Information & Authors
Information
Published In
Journal of the Structural Division
Volume 89 • Issue 6 • December 1963
Pages: 187 - 213
Copyright
© 1963 American Society of Civil Engineers.
History
Published in print: Dec 1963
Published online: Feb 1, 2021
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Authors
Affiliations
Robert A. Bendigo
Bethlehem Steel Co., Bethlehem, Pa.; formerly, Research Asst., Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.
Roger M. Hansen
Contract Coordinator, Worden-Allen Co., Milwaukee, Wis.; formerly, Research Asst., Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.
John L. Rumpf, M.ASCE
Prof. of Civ. Engrg., Drexel Inst. of Tech., Philadelphia, Pa.; formerly, Research Instr., Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.
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