Fully overlapped rolled hollow section welded joints in trusses

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Fully overlapped rolled hollow section welded joints in trusses

The designer of lattice trusses has been traditionally encouraged to avoid extra joint bending moments by ensuring 'noding' of member centre lines. This can however cause problems in the design of RHS trusses with small (economical) branch members by causing large gaps at joints with undes...

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Bibliographic Details
Main Author:	Philiastides, Antony
Format:	Thesis (University of Nottingham only)
Language:	English English
Published:	1988
Subjects:	Trusses joints (Engineering)
Online Access:	https://eprints.nottingham.ac.uk/12416/

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