Steelwork Sample Clauses

Steelwork. 1. When handling and shipping steelwork, prevent bending, scraping or over stressing members.
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Steelwork. 2.12.3.1 Structural steelwork, except for weathering resistant steels, shall be protected using a paint system appropriate to an ‘Inland’ environment and ‘Difficult’ access in accordance with Series 1900 of the Specification and shall meet the following minimum durability requirements:
Sample 1
Steelwork. All work is required to be in accordance with the latest edition of SANS 2001-CS1 • The Contractor is responsible for the stability of the entire structure and all structural elements during all the erection stages. • All dimensions are required to be verified on site by the Contractor before any fabrication of steelwork commences. • All welding is required to be conducted by coded welders. Supporting documentation is also required to be submitted to the Project Manager for acceptance. All welding is required to comply with AWS D1.1. • All welds are required to be inspected using visual aids • The Contractor is required to supply all bolts, washers, nuts etc. for the structural steelwork. • Welded connections are required to be welded all around with a minimum of 6 mm fillet welds or the appropriately designed fillet weld size. Butt welds are required to be full penetration welds • Grade 8.8 or higher bolts are to be used throughout • Minimum thickness of gusset plates is to be 10 mm. The table below indicates particular specifications pertaining to SANS 2001-CS1 and must be read in conjunction with the code. Clause Particular Specification
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Steelwork. 1. All work is required to be in accordance with the latest edition of SANS 2001-CS1
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Related to Steelwork

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