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Download API 2B Specification for the Fabrication of Structural Steel by American Petroleum Institute PDF

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By American Petroleum Institute

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Extra info for API 2B Specification for the Fabrication of Structural Steel Pipe

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1 14 mm by 114 mm) footprint of a jack. 33 kN). 1 and are applied to the design of structural members arranged so as to create continuity, the reduced roof live load shall be applied to adjacent spans or to alternate spans, whichever produces the greatest unfavorable effect. "oafs used for other special purposes shall be designed for appropriate loads as approved by the authority having jurisdiction. TABLE 4-2 LlVE LOAD ELEMENT FACTOR, KLL Element I KLL~ I Interior columns Exterior columns without cantilever slabs I Edge columns with cantilever slabs 1 Corner columns with cantilever slabs Edge beams without cantilever slabs Interior beams All other members not identified including: Edge beams with cantilever slabs Cantilever beams One-way slabs Two-way slabs Members without provisions for continuous shear transfer normal to their soan 'In lieu of the preceding values, K L L is permitted to be calculated.

5 in. 5 in. (1 14 mm by 114 mm) footprint of a jack. 33 kN). 1 and are applied to the design of structural members arranged so as to create continuity, the reduced roof live load shall be applied to adjacent spans or to alternate spans, whichever produces the greatest unfavorable effect. "oafs used for other special purposes shall be designed for appropriate loads as approved by the authority having jurisdiction. TABLE 4-2 LlVE LOAD ELEMENT FACTOR, KLL Element I KLL~ I Interior columns Exterior columns without cantilever slabs I Edge columns with cantilever slabs 1 Corner columns with cantilever slabs Edge beams without cantilever slabs Interior beams All other members not identified including: Edge beams with cantilever slabs Cantilever beams One-way slabs Two-way slabs Members without provisions for continuous shear transfer normal to their soan 'In lieu of the preceding values, K L L is permitted to be calculated.

37 m2) or 1 percent of the area of that wall, whichever is smaller, and the percentage of openings in the balance of the building envelope does not exceed 20 percent. These conditions are expressed by the following equations: 1. lOA,; 2. 20 where A,, Ax are as defined for Open Building A,; = the sum of the areas of openings in the building envelope (walls and roof) not including A,, in ft2 (m2) Ax; = the sum of the gross surface areas of the building envelope (walls and roof) not including Ax, in ft2 (m2) BUILDING OR OTHER STRUCTURE, REGULARSHAPED: A building or other structure having no unusual geometrical irregularity in spatial form.

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