![]() ![]() ![]() ![]() ![]() Where conditions are not covered by the Specification, designs are permitted to be based on tests or analysis, subject to the approval of the authority having jurisdiction. NSCP 2010 Section 501– General Provisions 501.1 Scope this section states the scope of the Specification, summarizes referenced specification, code, and standard documents, and provides requirements for materials and contract documents This Specification sets forth criteria for the design, fabrication, and erection of structural steel buildings and other structures, where other structures are defined as those structures designed, fabricated, and erected in a manner similar to buildings, with building-like vertical and lateral load resisting elements. The design of cold-formed carbon or low-alloy steel structural members shall be in accordance with the requirements of the Load and Resistance Factor Design Specifications for Cold formed Steel Structural Members, Maor the Specifications for Design of ColdFormed Steel Structural Members, 1986 (with December 1989 Addendum), published by the American Iron and Steel Institute (AlSI).ĥ01.1.6 Special Provisions for Earthquake Resistance S01.1.6.1 In regions of high seismic risk (seismic zone 4) or moderate (seismic zone 2) provisions of Section 515 shall be satisfied. 501.1.5 Cold-Formed Steel Structural Members. As an alternative, the design of structural steel buildings using the Load and Resistance Factor Design Specification for Structural Steel Buildings, December 1, 1993, published by the American Institute of Steel Construction, Inc. 501.1.4 Alternative Design Specification. 501.1.3 This Section shall govern in all matters pertaining to the design, construction, and material properties of structural steel elements wherever this Section is in conflict with requirements contained in other standards referenced in this Section. 561.1.2 This Section provides minimum requirements for the design and construction of structural steel building elements of any structure erected under requirements of the National Building Code of the Philippines (NBCP) to which this Section forms a part of by reference. NSCP 2001 Section 501 – General Provisions 501.1.1 The Specifications for Structural Steel Buildings Allowance Stress Design and Plastic Design is intended as an alternate to the currently approved Load and Resistance Factor Design Specifications for Structural Steel Buildings of the American Institute of Steel Construction, Inc. ![]()
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