Steel Strong-Back for Building Envelope—Design for ManufactureSource: Journal of Architectural Engineering:;1999:;Volume ( 005 ):;issue: 001Author:Remo Pedreschi
DOI: 10.1061/(ASCE)1076-0431(1999)5:1(30)Publisher: American Society of Civil Engineers
Abstract: Manufacturing aspects are playing an increasingly important role in the design and development of building systems. This paper describes the design, development, and testing of a cold-formed steel strong-back system for curtain walling. The principal criteria in the design were ease of manufacture and flexibility in application. By careful design of key components of the system, assembly was by semiskilled operatives instead of conventional structural steel fabricators. The components of the truss are manufactured from pregalvanized roll-formed structural sections. The components are assembled using cap head socket screws at node points. The strong backs are then manufactured by the cladding contractor, providing greater control in tendering, detailing, and costs. A series of component tests and full-scale structural tests under both vertical and lateral loading was undertaken and used to develop a practical structural design method. Subsequent modifications to the system are also described.
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| contributor author | Remo Pedreschi | |
| date accessioned | 2017-05-08T21:21:53Z | |
| date available | 2017-05-08T21:21:53Z | |
| date copyright | March 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%291076-0431%281999%295%3A1%2830%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/48561 | |
| description abstract | Manufacturing aspects are playing an increasingly important role in the design and development of building systems. This paper describes the design, development, and testing of a cold-formed steel strong-back system for curtain walling. The principal criteria in the design were ease of manufacture and flexibility in application. By careful design of key components of the system, assembly was by semiskilled operatives instead of conventional structural steel fabricators. The components of the truss are manufactured from pregalvanized roll-formed structural sections. The components are assembled using cap head socket screws at node points. The strong backs are then manufactured by the cladding contractor, providing greater control in tendering, detailing, and costs. A series of component tests and full-scale structural tests under both vertical and lateral loading was undertaken and used to develop a practical structural design method. Subsequent modifications to the system are also described. | |
| publisher | American Society of Civil Engineers | |
| title | Steel Strong-Back for Building Envelope—Design for Manufacture | |
| type | Journal Paper | |
| journal volume | 5 | |
| journal issue | 1 | |
| journal title | Journal of Architectural Engineering | |
| identifier doi | 10.1061/(ASCE)1076-0431(1999)5:1(30) | |
| tree | Journal of Architectural Engineering:;1999:;Volume ( 005 ):;issue: 001 | |
| contenttype | Fulltext |