Deflection limits for steel
[DOC File]AWIP DM40 SPECIFICATION
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Deflection Limits: Withstand inward and outward wind-load design pressures in accordance with applicable building code with maximum deflection of [L/120] (Interior Partitions) or [L/180] (Exterior walls) ... The steel shall be aligned to the tolerances established in the AISC code of standard practice, Section 8 and the supplemental ...
Chapter 8 Mechanical
May 03, 2016 · Serviceability – include deflection limits of materials, design for expansion and contraction of materials, and limiting vibration. 4.3.1.1.2 Foundation Design Discuss the type of foundations expected to be used for the facility in accordance with the recommendations from the Geotechnical Report.
[DOC File]SECTION 054000 - COLD-FORMED METAL FRAMING
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Jan 29, 2018 · Deflection Limits: Design framing systems to withstand design loads without deflections greater than the following: Select deflection ratios to suit finish material(s) to be used on the specific project.Exterior Non-Load-Bearing Framing: Horizontal deflection …
[DOCX File]SECTION 05 40 00, COLD-FORMED METAL FRAMING
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SPEC WRITER NOTE: Deflection limits below are examples only. Select deflection limits as appropriate for wall, floor, and ceiling finish materials. Exterior Load-Bearing Walls: Lateral deflection of // 1/240 // // 1/360 // // 1/600 // of the wall height.
[DOC File]SECTION 074113 - INSULATED METAL ROOF PANEL
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Deflection Limits: Withstand inward and outward wind-load design pressures in accordance with applicable building code with maximum deflection of [l/120] …
[DOCX File]Standard Soldier Pile Wall Provision
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Design soldier pile walls for a maximum deflection of 2" or 1.5% of H, whichever is less, with H as shown in the plans. When noted in the plans, design soldier pile walls for a live load (traffic) surcharge of 250 lb/sf in accordance with Article 11.5.6 of the AASHTO LRFD specifications.
[DOC File]SECTION 5 LIMIT STATE DESIGN
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TABLE 5.3 DEFLECTION LIMITS OTHER THAN FOR PITCHED ROOF PORTAL FRAME (Section 5.6.1) Type of building Deflection Design Load Member Supporting Maximum Deflection Industrial building Vertical Live load. Live load Purlin. Simple span Roof cladding. Brittle cladding Span / 150
[DOC File]The Aluminum Association
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A deflection limit of L/150 where L is the short span is used in Part VI, Table 4-3 for allowable loads on aluminum checkered plate. Examples of deflection limits for aluminum applications are given in ASTM E1300 and AAMA TIR A10, which give deflection limits for glass supporting members. 2.
[DOC File]SECTION 05400 - COLD-FORMED METAL FRAMING
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Structural Performance: Provide cold-formed steel framing capable of withstanding design loads within limits and under conditions indicated. Design Loads: [As indicated on Drawings] Deflection Limits: Design framing systems to withstand [design loads] without horizontal and vertical deflections greater than the following:
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