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Calculations Based on: <br /> 'Steel Deck Institute (SDI) ---` 6 --- Project Name: steel temp <br /> Diaphragm Design Manual, Second Edition <br /> ♦,l116711r Project No: ' <br /> Panel Data: City: <br /> DIAPHRAGM State: <br /> Standard 1-1/2" Deck Type B or WR DESIGN Date: Wednesday, November 18, 2. <br /> Width : W (in.) = 36 <br /> Depth : D (in.) = 1.50 <br /> T T T T T <br /> Thickness : T (GAUGE) = 22 <br /> (in,) = 0.0295 <br /> Structural Connection: 36/5 Pattern <br /> At Interior Supports: 5/8 Inch Diameter Puddle Weld on 36/5 Pattern <br /> Sidelap Connection: <br /> Hilti #1.0 Drill Screw Important <br /> Safety Factor: At Diaphragm perimeter: 5/8 Inch Diameter Puddle Weld <br /> SDI ... SF= 2.35 <br /> spaced at identical spacing as sidelap connectors <br /> Design Shear Strength: <br /> Stitch Design Shear Strength (PLF) <br /> Connectors Span (FT) <br /> Per Span <br /> 5.00 5.25 5.50 5.75 6.00 K1 <br /> 5 483 466 449 433 9 0.214 <br /> i <br /> NOTE: General buckling not checked <br /> Shear stiffness modulus (G') determined by the following equation: <br /> K2 <br /> G' _ WIN) <br /> 3.78 + 0.3(D /Span) + 3(KIXSpan) <br /> Where K1 = Refer to table for values; K2 = 870 D = 757 <br /> - File Open:steel_temp <br />