28 ga steel loads
Load combination requirements in ASCE Standard 7-10: new ...
Bruce R. Ellingwood, Dist. M. ASCE. Therese P. McAllister, M. ASCE. Abstract. The fundamental load combination requirements for strength design (or load and resistance factor design) appearing in Section 2.3 of ASCE Standard 7-10 were developed and first implemented in 1982, and since have achieved a state of maturity in engineering practice.
[DOC File]AWIP MV40W MV40T SPECIFICATION
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G90 galvanized coated steel conforming to ASTM A653 or AZ50 aluminum-zinc (Galvalume) alloy coated steel, conforming to ASTM A792, minimum grade 33, prepainted by the coil-coating process per ASTM A755. The interior profile shall be standard embossed with lightly planked mesa ribs on 2.22’’ centers. Facing Thickness: [26 ga, 24 ga]
[DOC File]SECTION 312000 - EARTH MOVING
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Exceeded 1000 hrs salt spray test. Standard Gate colors are black, white, gray, brown, & green) Custom colors are available with a provided RAL# or sample supplied. Frame: 2” Sq., 11 Ga. (.120) Steel Tubing. Skins: 18 Ga. Galvanneal Sheet. Doors: 14 Ga. Galvanneal Sheet . Mounting Pads: 3” wide x 3/8” thick 304 Stainless Steel.
[DOC File]CHAPTER
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Dead loads. 2. Occupancy live loads ... + 9 * plus 9 plf for each manufactured home beam ROOF asphalt shingles with felt 2.5 3/8" plywood 1.1 20 ga. steel 2.5 2 x 3 truss 1.5 1.5 9 1/2" fiberglass insulation 2.6 2.6 1/2" gypsum ceiling 2.0 2.0 SUM = 9.7 8.6 9.7 ( Wt 8.6 ( Wt MARRIAGE 2x4 studs @ 16" 1.5 1.5 WALL 1/2" gypsum (one side) 2.0 2.0 ...
[DOC File]DIVISION 13 - SPECIAL CONSTRUCTION
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0906 - added correct form number 0607 - changed/updated sections 1.4,2.3,2.10,2.11,2.14,2.15,2.17, and 2.28 0609-changed to 314 address 0410-changed to galv stairs/stair access. 0810-changed section 2.10 and 2.15 0211-new pyrometer info 0112-stairs treads 0113-stainless steel overbraid on thermocouple wires 0513-prorated exclusion 0414-grounded to isolated 0917-change sections 1.4.5 and 2.18.1 ...
[DOC File]10’ x 12’ and 12’ x 14’ EASI-CAST Building
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Concrete: Steel-reinforced, 5000 PSI minimum 28-day compressive strength, air-entrained (ASTM C260). Reinforcing Steel: ASTM A615, grade 60 unless otherwise specified. 13120-2. 1.02 MATERIALS (cont) Caulking: Joints between walls and roof shall be caulked on the exterior and interior surface. Caulking shall be SIKAFLEX-1A elastic sealant or equal.
[DOCX File]SECTION 05 36 00 - COMPOSITE METAL DECKING
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2.Continuous sheet metal edging: at openings and concrete slab edges. Same quality as deck units but not less than 1.3 mm (18 gauge) steel. Side and end closures supporting concrete and their attachment to supporting steel to be designed by the manufacturer to safely support the wet weight of concrete and construction loads.
[DOC File]Florida Building
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(Inches) GAGE WEIGHT (lbs per sq ft) Copper 0.024 1 (16 oz) Aluminum 0.024 28 Stainless Steel 28 Galvanized Steel 0.0179 26(zinc coated G90) 26 (zinc coated G90) Aluminum Zinc 0.0179 26 (AZ50 Alum Zinc) 26 (AZ50 Alum Zinc) Zinc Alloy 0.027 Lead 2.5 (40 oz) Painted Terne 1.25 (20 oz)
[DOCX File]SECTION 054400 - Cold-Formed Steel Trusses
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Rolled formed Webs: Cold-formed from ASTM A 653/A 653M galvanized steel sheet, minimum G60 coating; minimum yield strength of 40,000 psi (276 MPa) for 20 and 18 GA components or 50,000 psi (345 MPa) for 16 GA components; minimum tensile strength of 55,000 psi (379 MPa) for 20 and 18 GA components or 65,000 psi (448 MPa) for 16 GA components.
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