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909 SIEVERS-DUECY BLVD GYRO MANIA 2021-09-10
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SIEVERS-DUECY BLVD
Street Number
909
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GYRO MANIA
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• • <br /> Direct Fastening Technical Guide, Edition 18 <br /> Ultimate shear strengths-bearing(shear),lb(kN)1.2,3'4,5,67 <br /> Thickness of steel <br /> Nominal Thickness of steel member not in contact with the screw head,ga in <br /> Screw member in contact with ( ) <br /> diameter <br /> designation screw head <br /> in. 20(0.036)' 18(0.048) 16(0.060) 14(0.075) ?12(0.105) <br /> ga(in.) <br /> 20(0.036) 500 (2.22) 660 (2.94) 660 (2.94) 660 (2.94) 660 (2.94) <br /> #7 0.151 18(0.048) 500 (2.22) 660 (2.94) 880 (3.91) 880 (3.91) 880 (3.91) <br /> 16(0.060) 500 (2.22) 660 (2.94) 890 (3.96) 890 (3.96) 890 (3.96) <br /> 20(0.036) 525 (2.34) 715 (3.18) 715 (3.18) 715 (3.18) 715 (3.18) <br /> #8 0.164 18(0.048) 525 (2.34) 805 (3.58) 955 (4.25) 955 (4.25) 955 (4.25) <br /> 16(0.060) 525 (2.34) 805 (3.58) 1120 (4.98) 1170 (5.20) 1170 (5.20) <br /> (0(0.036 565 (2.51) 830 (3.69) 830 (3.69) 830 (3.69) 830 (3.69) <br /> 18(0.048) 565 (2.51) 865 (3.85) 1110 (4.94) 1110 (4.94) 1110 (4.94) <br /> C10-12 0.190 16(0.060) 565 (2.51) 865 (3.85) 1210 (5.38) 1390 (6.18) 1390 (6.18) <br /> 14(0.075) 565 (2.51) 865 (3.85) . 1210 (5.38) 1645 (7.32) 1645 (7.32) <br /> 20(0.036) 565 (2.51) 830 (3.69) 830 (3.69) 830 (3.69) 830 (3.69) <br /> #10-16 0.190 18(0.048) 565 (2.51) 865 (3.85) 1110 (4.94) 1110 (4.94) 1110 (4.94) <br /> >_16(0.060) 565 (2.51) 865 (3.85) 1210 (5.38) 1215 (5.40) 1215 (5.40) <br /> 20(0.036) 565 (2.51) 830 (3.69) 830 (3.69) 830 (3.69) 830 (3.69) <br /> 18(0.048) 565 (2.51) 865 (3.85) 1110 (4.94) 1110 (4.94) 1110 (4.94) <br /> #10-18 0.190 16 0.060( ) 565 (2.51) 865 (3.85) 1210 (5.38) 1390 (6.18) 1390 (6.18) <br /> >-14(0.075) 565 (2.51) 865 (3.85) 1210 (5.38) 1645 (7.32) 1645 (7.32) <br /> 20(0.036) 600 (2.67) 930 (4.14) 945 (4.20) 945 (4.20) 945 (4.20) <br /> 18(0.048) 600 (2.67) 925 (4.11) 1260 (5.60) 1260 (5.60) 1260 (5.60) <br /> #12-14 0.216 16(0.060) 600 (2.67) 925 (4.11) 1290 (5.74) 1570 (6.98) 1570 (6.98) <br /> 14(0.075) 600 (2.67) 925 (4.11) 1290 (5.74) 1800 (8.00) 1880 (8.36) <br /> 20(0.036) 600 (2.67) 930 (4.14) 945 (4.20) 945 (4.20) 945 (4.20) <br /> 18(0.048) 600 (2.67) 925 (4.11) 1260 (5.60) 1260 (5.60) 1260 (5.60) <br /> #12-24 0.216 16(0.060) 600 (2.67) 925 (4.11) 1290 (5.74) 1570 (6.98) 1570 (6.98) <br /> 14(0.075) 600 (2.67) 925 (4.11) 1290 (5.74) 1800 (8.00) 1970 (8.76) <br /> 12(0.090) 600 (2.67) 925 (4.11) 1290 (5.74) 1800 (8.00) 2285 (10.16) <br /> 20(0.036) 645 (2.87) 1020 (4.54) 1090 (4.85) 1090 (4.85) 1090 (4.85) <br /> 18(0.048) 645 (2.87) 995 (4.43) 1400 (6.23) 1460 (6.49) 1460 (6.49) <br /> 1/4 in. 0.250 16(0.060) 645 (2.87) 995 (4.43) 1390 (6.18) 1820 (8.10) 1820 (8.10) <br /> 14(0.075) 645 (2.87) 995 (4.43) 1390 (6.18) 1940 (8.63) 2280 (10.14) <br /> >_12(0.090) 645 (2.87) 995 (4.43) 1390 (6.18) 1940 (8.63) 2440 (10.85) <br /> 1 The lower of the ultimate shear bearing and shear fastener strength of screw should be used for design. <br /> 2 Load values based upon calculations done in accordance with Section E4 of AISI S100. <br /> 3 AISI S100 recommends a safety factor of 3.0 be applied for allowable strength design,a'3 factor of 0.5 be applied for LRFD design or a m factor of 0.4 be applied <br /> for LSD design. <br /> 4 ANSI/ASME standard screw diameters were used in the calculations and are listed in the tables. <br /> 5 Load values in table are for Hex Washer Head(HWH and HHWH),Phillips Pan Head(PPH),Phillips Truss Head(PTH),Phillips Pancake Head(PPCH),and <br /> Phillips Flat Truss Head(PFTH)style screws. Phillips Bugle Head(PBH)and Phillips Wafer Head (PWH)styles are not covered by this table because they are not <br /> intended for attachment of steel to steel. <br /> 6 The load data in the table is based upon sheet steel with F =45 ksi. For F,,=55 ksi steel,multiply values by 1.22. For F,,=65 ksi steel,multiply values by 1.44. <br /> 7 Refer to Section 3.6.2.5 to ensure drilling capacities. <br /> 3.6.2.4 INSTALLATION INSTRUCTIONS <br /> For general discussion of Hilti screw fastener installation,reference Section 3.6.1.7. <br /> For allowable diaphragm shear loads and stiffness values for steel roof or floor deck utilizing Hilti self-drilling screws as frame or <br /> sidelap fasteners, reference Section 3.5 and download Hilti's Profis DF software at www.hilti.com/decking(US),or www,hilti.ca <br /> (Canada). <br /> To estimate the number of sidelap screws on a steel roof or floor deck project,reference Section 3.5.1.6. <br /> Warning:Because of the potential for delayed hydrogen assisted stress corrosion cracking,many hardened steel fasteners are not <br /> recommended for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive environments. <br /> For further information,contact Hilti Technical Support at 1-877-749-6337. <br /> 9 <br /> 189 <br />
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