ESR-2408 - ASC Steel Deck, A Division of ASC Profiles Inc. - ladbs

ESR-2408 | Most Widely Accepted and Trusted Page 39 of 42TABLE 16—DIAPHRAGM SHEAR CAPACITY FOR ASC3 (24”)WITH CONCRETE FILL (plf) (110 PCF CONCRETE) 1,2,3,4TOTAL SLABDEPTH5 1 / 2”SLAB WT.42PSFGAUGE 320/2020/1820/1618/2018/1818/1616/16SPAN8’-0” 8’-6” 9’-0” 9’-6” 10’- 10’- 11’- 11’- 12’- 12’- 13’- 13’- 14’- 14’- 15’-0” 6” 0” 6” 0” 6” 0” 6” 0” 6” 0”Q 1540 1520 1500 1480 1460 1450 1430 1420 1410 1400 1390 1380 1370 1360 1350F 1.12 1.14 1.15 1.17 1.18 1.19 1.20 1.22 1.23 1.24 1.24 1.25 1.26 1.27 1.28Q 1640 1600 1580 1550 1530 1510 1490 1470 1450 1440 1430 1410 1400 1390 1380F 0.91 0.93 0.95 0.96 0.98 0.99 1.00 1.01 1.02 1.03 1.04 1.05 1.06 1.07 1.08Q 1740 1700 1670 1640 1610 1580 1560 1530 1510 1500 1480 1460 1450 1440 1420F 0.76 0.78 0.80 0.81 0.83 0.84 0.85 0.87 0.88 0.89 0.90 0.91 0.92 0.93 0.93Q 1540 1520 1500 1480 1460 1450 1430 1420 1410 1400 1390 1380 1370 1360 1350F 1.12 1.14 1.15 1.17 1.18 1.19 1.20 1.22 1.23 1.24 1.24 1.25 1.26 1.27 1.28Q 1640 1600 1580 1550 1530 1510 1490 1470 1450 1440 1430 1410 1400 1390 1380F 0.91 0.93 0.95 0.96 0.98 0.99 1.00 1.01 1.02 1.03 1.04 1.05 1.06 1.07 1.08Q 1740 1700 1670 1640 1610 1580 1560 1530 1510 1500 1480 1460 1450 1440 1420F 0.76 0.78 0.80 0.81 0.83 0.84 0.85 0.87 0.88 0.89 0.90 0.91 0.92 0.93 0.93Q 1740 1700 1670 1640 1610 1580 1560 1530 1510 1500 1480 1460 1450 1440 1420F 0.76 0.78 0.80 0.81 0.83 0.84 0.85 0.87 0.88 0.89 0.90 0.91 0.92 0.93 0.93TOTAL SLABDEPTH6 1 /4”SLAB WT.49PSFGAUGE 320/2020/1820/1618/2018/1818/1616/16SPAN8’-0” 8’-6” 9’-0” 9’-6” 10’- 10’- 11’- 11’- 12’- 12’- 13’- 13’- 14’- 14’- 15’-0” 6” 0” 6” 0” 6” 0” 6” 0” 6” 0”Q 1780 1760 1740 1720 1700 1680 1670 1660 1640 1630 1620 1610 1610 1600 1590F 0.97 0.98 0.99 1.01 1.02 1.02 1.03 1.04 1.05 1.06 1.06 1.07 1.07 1.08 1.09Q 1870 1840 1810 1790 1760 1740 1720 1710 1690 1680 1660 1650 1640 1630 1620F 0.79 0.81 0.82 0.83 0.84 0.85 0.86 0.87 0.88 0.89 0.90 0.90 0.91 0.91 0.92Q 1980 1940 1900 1870 1840 1820 1790 1770 1750 1730 1720 1700 1690 1670 1660F 0.67 0.68 0.70 0.71 0.72 0.73 0.74 0.75 0.76 0.77 0.77 0.78 0.79 0.79 0.80Q 1780 1760 1740 1720 1700 1680 1670 1660 1640 1630 1620 1610 1610 1600 1590F 0.97 0.98 0.99 1.01 1.02 1.02 1.03 1.04 1.05 1.06 1.06 1.07 1.07 1.08 1.09Q 1870 1840 1810 1790 1760 1740 1720 1710 1690 1680 1660 1650 1640 1630 1620F 0.79 0.81 0.82 0.83 0.84 0.85 0.86 0.87 0.88 0.89 0.90 0.90 0.91 0.91 0.92Q 1980 1940 1900 1870 1840 1820 1790 1770 1750 1730 1720 1700 1690 1670 1660F 0.67 0.68 0.70 0.71 0.72 0.73 0.74 0.75 0.76 0.77 0.77 0.78 0.79 0.79 0.80Q 1980 1940 1900 1870 1840 1820 1790 1770 1750 1730 1720 1700 1690 1670 1660F 0.67 0.68 0.70 0.71 0.72 0.73 0.74 0.75 0.76 0.77 0.77 0.78 0.79 0.79 0.80For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 plf = 14.594 N/m, 1 pcf =16.018 kg/m 3 , 1 psf = 47.88 Pa.1 “Q” is the allowable diaphragm shear capacity in pounds per lineal foot.2” F” is the flexibility factor.3 The first number of the deck gauges is the gauge of the fluted top sheet. The second number is the gauge of the flat bottom sheet.See Table 1B for the required base metal thickness.4 See Table 19 for diaphragm flexibility limitations and definition of F.