Design of welded tubular connections : basis and use of AWS code provisions / Peter William Marshall.
By: Marshall, Peter William.
Material type:![materialTypeLabel](/opac-tmpl/lib/famfamfam/BK.png)
Item type | Current location | Home library | Call number | Status | Date due | Barcode |
---|---|---|---|---|---|---|
Matheson Library | Matheson Library | 624.1821 M369 (Browse shelf) | 127 | 104514 |
Browsing Matheson Library Shelves Close shelf browser
No cover image available | No cover image available | No cover image available |
![]() |
No cover image available | No cover image available | No cover image available | ||
624.1821 M281L Lack of fit in steel structures | 624.1821 M294 1970 Manual of steel construction | 624.1821 M322b 1981 Basics of structural steel design | 624.1821 M369 Design of welded tubular connections : | 624.1821 N469L Limit states design of structural steelwork | 624.1821 N818f The fatigue behaviour of welded joints in square hollow sections : | 624.1821 P117 Proceedings of the Pacific Structural Steel Conference, 4-8 August 1986, Auckland, New Zealand. |
Originally presented as the author's thesis (Ph. D.)--University of Kumamoto.
There are no comments for this item.