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Influence of constructional details on the load carrying capacity of beams

✍ Scribed by Joachim Lindner


Book ID
113234586
Publisher
Elsevier Science
Year
1996
Tongue
English
Weight
518 KB
Volume
18
Category
Article
ISSN
0141-0296

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A column splice is part of the column and therefore must be designed for second order bending moments and shear forces in addition to the axial force. In this paper strength and stiffness requirements for column splices are derived on the basis of column stability considerations. A strength requirem