DESIGN OF ECCENTRICALLY LOADED BRACING （支撑砼偏心受压构件的设计）.pdfVIP

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DESIGN OF ECCENTRICALLY LOADED BRACING （支撑砼偏心受压构件的设计）.pdf

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DESIGN OF ECCENTRICALLY LOADED BRACING （支撑砼偏心受压构件的设计）

REF: ASI TN003 Version 1 ASI Head Office Level 13, 99 Mount Street North Sydney NSW 2060 Tel: 02 9931 6666 Email: enquiries@.au Author: T J HOGAN (ABN)/ACN (94) 000973 839 .au Date: June 2010 Page 1 of 4 ASI TECHNICAL NOTE TN003 V1 DESIGN OF ECCENTRICALLY LOADED BRACING CLEATS Introduction A recommended design model for light bracing cleats was published by the Australian Institute of Steel Construction in 1994 (Sections 4.11 and 5.11 of Reference [1]—known commonly as the ‘Green Book’). The recommended design model in Reference 1 ignored the effect of eccentricity on the design of the cleat and contained what subsequent research showed to be an unconservative assumption for the buckling strength of a cleat subject to compression. The Australian Institute of Steel Construction also published in 1996 a publication dealing with light bracing cleats with hollow section bracing members connected to them (Sections 6 to 9 of Reference [2]—known commonly as the ‘Blue Book’). The bracing members considered were as follows: — flattened end circular hollow section bolted to the bracing cleat; — cleat welded to cap plate to form a tee, cap plate welded in turn to a hollow section brace member;