min 18ga., astm a653 grade 33(24" max height) 1/81-12 typ. 9.750" 2 per corner 1 19 located @ each end of cross strap 1/82-18 ext. sill to sill support curb by others min 18ga., astm a653 grade 33(24" max height).563" min. edge min. edge distance ref. table 2/01 min. edge distance ref. table 2/01 9a-curb attachment detail (by others) substrate
ASTM A653/A653M-10 - Standard Specification for Steel ASTM A653/A653M-10 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process. 1.1 This specification covers steel sheet, zinc-coated (galvanized) or zinc-iron alloy-coated (galvannealed) by the
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Agway Metals Inc1. Steel conforms to ASTM A653. 2. Section properties are in accordance with CSA-S136-07. 3. Values in row S are based on strength. 4. Values in row D are based on a deflection limit of 1/180 of the span. 5. Web crippling not included in strength values. See example calculation in notes to designer. 6.
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WIND LOAD CONFIGURATION ES-16-67-TCCIastm a653 hslas type b grade 40 g40 or astm a653 hslas type a grade 40 g40 or astm a653 structural steel grade 40 g40 or type 304 stainless steel (min. yield 40,000 psi) tas 202, and tas 203. 3. a 33% increase in allowable stress has not been used in the design of this product. 4. determine the positive and negative design loads to use when
astm a653 hslas type b grade 40 g40 or astm a653 hslas type a grade 40 g40 or astm a653 structural steel grade 40 g40 or type 304 stainless steel (min. yield 40,000 psi) tas 202, and tas 203. 3.analysis of fasteners and components is based on a maximum 40 psf
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