Research Article
Jan 1963
Strength in Shear
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 128, Issue 2
Abstract
A study of the shear strength of plate girders is presented. In utilizing the post buckling strength offered by the transverse stiffening of girders, new design rules are proposed. The new approach is checked with ultimate load tests carried out at Fritz Engineering Laboratory.
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© 1963 American Society of Civil Engineers.
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Published in print: Jan 1963
Published online: Feb 10, 2021
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Konrad Basler, AM.ASCE
Consultant, Egg b. Zürich, Switzerland; formerly Research Asst. Prof., Lehigh Univ., Bethlehem, Pa.
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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.