SDI DDM03 Appendix VIII with X-HSN 24

ManualsBrandsHilti ManualsDirect FasteningX-HSN 24 Metal deck fasteners (collated)

Authored By

Dr. Larry Luttrell, P.E.

Revised and Adapted For

The ASD and LRFD methods

According to Table D5 of the 2007 Edition of the North American

Specification for the Design of Cold-Formed Steel Structural Members

Walter Schultz, P.E.

Dong Li, P.E.

STEEL DECK INSTITUTE

P.O. Box 426

Glenshaw, PA 15116

Phone: (412) 487-3325

Fax: (412) 487-3326

www.sdi.org

DIAPHRAGM DESIGN MANUAL

THIRD EDITION

Appendix VIII Addendum August 2013

HILTI PIN X-HSN 24

Summary of content (25 pages)

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DIAPHRAGM DESIGN MANUAL THIRD EDITION Appendix VIII Addendum August 2013 HILTI PIN X-HSN 24 Authored By Dr. Larry Luttrell, P.E. Revised and Adapted For The ASD and LRFD methods According to Table D5 of the 2007 Edition of the North American Specification for the Design of Cold-Formed Steel Structural Members By Walter Schultz, P.E. Dong Li, P.E. STEEL DECK INSTITUTE P.O. Box 426 Glenshaw, PA 15116 Phone: (412) 487-3325 Fax: (412) 487-3326 www.sdi.
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USER INSTRUCTION August 2013 Dear Specifier, The SDI DDM03 is updated with this Addenda with Hilti X-HSN 24 fastener data.
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TABLE OF CONTENTS PAGE ADDENDA TO SECTION 4 ........................................................................................ AVIII-5 ADDENDA TO APPENDIX IV ........................................................................................ AVIII-8 ADDENDA TO APPENDIX V ........................................................................................
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Sf = 71.9 1000 t where , mm kN (Eq. 4.6-2) t = base sheet metal thickness, in. {mm} Buildex BX-12: Qf = 59.0t (1-5t), kip 1- t 5.08 Qf = 10.33t where and Sf = , kN (Eq. 4.6-3) t = base sheet metal thickness, in. {mm} 2.5 , in. 1000 t kip Sf = 71.9 1000 t where , mm kN (Eq. 4.6-4) t = base sheet metal thickness, in. {mm} Hilti ENP2 and ENPH2 [Applicable for 1/4 in. {6 mm} and thicker support steel] Qf = 61.1t (1-4t), kip 1- t , kN 6.35 Qf = 10.7t where (Eq. 4.
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4.9.3 POWER DRIVEN FASTENERS Provisions for power driven fasteners have been developed by the fastener manufacturers. Buildex BX-12 / BX-14 The general equation for nominal resistance of these pins in tension is Tnov = 1.5 t dw Fu where t is the thickness of the deck sheet in contact with fastener head, in. dw is the lesser of the actual diameter of the fastener washer (0.562) or 1/2 in.
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Table IV - TYPICAL FASTENER VALUES - NOMINAL SHEAR STRENGTH (Qf & Qs) & FLEXIBILITY (Sf & Ss) SUPPORT FASTENER NOMINAL SHEAR STRENGTH Qf, lbf / Deck Thickness No. TYPE OF SUPPORT FASTENER 28 26 24 22 20 18 5/8” puddle weld or equivalent 3/4” puddle weld or equivalent 16 gauge weld washer with 3/8” hole — E70XX Buildex, ElcoTextron, Hilti or Simpson Strong-Tie #12 or #14 Srews Buildex BX-12 Buildex BX-14 Pneutek SDK61-series (0.113” to 0.155” support steel) Pneutek SDK63-series (0.155” to 0.
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Table IV-M - TYPICAL FASTENER VALUES - NOMINAL SHEAR STRENGTH (Qf & Qs) & FLEXIBILITY (Sf & Ss) SUPPORT FASTENER NOMINAL SHEAR STRENGTH Qf, kN / Deck Thickness No. TYPE OF SUPPORT FASTENER 28 26 24 22 20 18 16 mm puddle weld or equivalent 19 mm puddle weld or equivalent 1.
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Table IX - HILTI FASTENER IN TENSION Deck Thickness in. 0.0295 0.0358 0.0474 0.0598 (1) T nov = Tn, lbf(1) Hilti Fastener Type / Fastener Washer Diameter, in. ENP2 / ENPH2 / ENP2K X-EDN19 / X-EDNK22 / X-HSN 24 X-ENP-19L15 0.591 0.474 0.591 1128 1070 1128 1369 1298 1369 1813 1719 1813 2287 2168 2287 1.7 t dw Fu per this manual, page 4-14, section 4.9.3 Table IX-M - HILTI FASTENER IN TENSION Deck Thickness in. 0.75 0.91 1.20 1.
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LOAD TABLES THE LOAD TABLES ARE SHOWING NOMINAL STRENGTH VALUES. THE VALUES MUST NOT BE USED WITHOUT APPLYING THE PROPER SAFETY OR RESISTANCE FACTOR. LRFD ASD The values of the load tables must be multiplied by a resistance factor (number smaller than or equal to 0.70) when comparing to forces evaluated using Load and Resistance Factor Design. The values of the load tables must be divided by a safety factor (number larger than or equal to 2.
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TABLE OF CONTENTS FOR DIAPHRAGM LOAD TABLES STANDARD ROOF DECK FRAME FASTENER DECK TYPE SIDE-LAP CONNECTION WELDS 1 1/2’’ ROOF DECK #10 SCREWS 3’’ WELDS ROOF DECK #10 SCREWS FASTENING PATTERN 36/9 36/7 36/5 36/4 36/3 30/6 30/4 30/3 36/9 36/7 36/5 36/4 36/3 30/6 30/4 30/3 24/4 24/4 WELDS SCREWS 3/4’’ P.W. 5/8’’ P.W.
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1.5 (WR, IR, NR) t = design thickness = 0.0295” SUPPORT FASTENING: Hilti ENP2K, X-EDN19, X-EDNK22 or X-HSN 24 (0.125” to 0.375” support steel) SIDE-LAP FASTENING: #10 screws FASTENER SIDE-LAP LAYOUT CONN./SPAN 0 1 2 36/9 3 4 5 6 0 1 2 36/7 3 4 5 6 0 1 2 36/5 3 4 5 6 0 1 2 36/4 3 4 5 6 0 1 2 30/6 3 4 5 6 0 1 2 30/4 3 4 5 6 3.
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1.5 (WR, IR, NR) t = design thickness = 0.0358” SUPPORT FASTENING: Hilti ENP2K, X-EDN19, X-EDNK22 or X-HSN 24 (0.125” to 0.375” support steel) SIDE-LAP FASTENING: #10 screws FASTENER SIDE-LAP LAYOUT CONN./SPAN 0 1 2 36/9 3 4 5 6 0 1 2 36/7 3 4 5 6 0 1 2 36/5 3 4 5 6 0 1 2 36/4 3 4 5 6 0 1 2 30/6 3 4 5 6 0 1 2 30/4 3 4 5 6 4.
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1.5 (WR, IR, NR) t = design thickness = 0.0474” SUPPORT FASTENING: Hilti ENP2K, X-EDN19, X-EDNK22 or X-HSN 24 (0.125” to 0.375” support steel) SIDE-LAP FASTENING: #10 screws FASTENER SIDE-LAP LAYOUT CONN./SPAN 0 1 2 36/9 3 4 5 6 0 1 2 36/7 3 4 5 6 0 1 2 36/5 3 4 5 6 0 1 2 36/4 3 4 5 6 0 1 2 30/6 3 4 5 6 0 1 2 30/4 3 4 5 6 5.
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1.5 (WR, IR, NR) t = design thickness = 0.0598” SUPPORT FASTENING: Hilti ENP2K, X-EDN19, X-EDNK22 or X-HSN 24 (0.125” to 0.375” support steel) SIDE-LAP FASTENING: #10 screws FASTENER SIDE-LAP LAYOUT CONN./SPAN 0 1 2 36/9 3 4 5 6 0 1 2 36/7 3 4 5 6 0 1 2 36/5 3 4 5 6 0 1 2 36/4 3 4 5 6 0 1 2 30/6 3 4 5 6 0 1 2 30/4 3 4 5 6 6.
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3.0 DR SUPPORT FASTENING: Hilti ENP2K, X-EDN19, X-EDNK22 or X-HSN 24 (0.125” to 0.375” support steel) SIDE-LAP FASTENING: #10 screws FASTENER LAYOUT 24/4 FASTENER LAYOUT 24/4 FASTENER LAYOUT 24/4 FASTENER LAYOUT 24/4 SIDE-LAP CONN./SPAN 0 2 3 4 5 6 7 8 9 10 11 I (in4 / ft) 0.551 SIDE-LAP CONN./SPAN 0 2 3 4 5 6 7 8 9 10 12 I (in4 / ft) 0.714 SIDE-LAP CONN./SPAN 0 3 4 5 6 7 8 9 10 11 13 I (in4 / ft) 1.036 SIDE-LAP CONN./SPAN 0 3 4 5 6 7 8 9 10 11 13 I (in4 / ft) 1.295 φ (Buckling): 0.
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9/16“ x 2 1/2“ FORM DECK φ (EQ): 0.65 Ω (EQ): 2.50 φ (FILLED, EQ): 0.50 Ω (FILLED, EQ): 3.25 t = design thickness = 0.0149” φ (WIND): 0.70 Ω (WIND): 2.35 φ (FILLED, WIND): 0.50 Ω (FILLED, WIND): 3.25 SUPPORT FASTENING: Hilti ENP2K, X-EDN19, X-EDNK22 or X-HSN 24 (0.125” to 0.375” support steel) φ (Other): 0.65 Ω (Other): 2.50 φ (FILLED, Other): 0.50 Ω (FILLED, Other): 3.25 SIDE-LAP FASTENING: #10 screws TYPE OF FILL FASTENER SIDE-LAP LAYOUT CONN.
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9/16“ x 2 1/2“ FORM DECK φ (EQ): 0.65 Ω (EQ): 2.50 φ (FILLED, EQ): 0.50 Ω (FILLED, EQ): 3.25 t = design thickness = 0.0179” φ (WIND): 0.70 Ω (WIND): 2.35 φ (FILLED, WIND): 0.50 Ω (FILLED, WIND): 3.25 SUPPORT FASTENING: Hilti ENP2K, X-EDN19, X-EDNK22 or X-HSN 24 (0.125” to 0.375” support steel) φ (Other): 0.65 Ω (Other): 2.50 φ (FILLED, Other): 0.50 Ω (FILLED, Other): 3.25 SIDE-LAP FASTENING: #10 screws TYPE OF FILL FASTENER SIDE-LAP LAYOUT CONN.
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9/16“ x 2 1/2“ FORM DECK φ (EQ): 0.65 Ω (EQ): 2.50 φ (FILLED, EQ): 0.50 Ω (FILLED, EQ): 3.25 t = design thickness = 0.0239” φ (WIND): 0.70 Ω (WIND): 2.35 φ (FILLED, WIND): 0.50 Ω (FILLED, WIND): 3.25 SUPPORT FASTENING: Hilti ENP2K, X-EDN19, X-EDNK22 or X-HSN 24 (0.125” to 0.375” support steel) φ (Other): 0.65 Ω (Other): 2.50 φ (FILLED, Other): 0.50 Ω (FILLED, Other): 3.25 SIDE-LAP FASTENING: #10 screws TYPE OF FILL FASTENER SIDE-LAP LAYOUT CONN.
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COMPOSITE DECK φ (EQ): 0.65 Ω (EQ): 2.50 φ (FILLED, EQ): 0.50 Ω (FILLED, EQ): 3.25 t = design thickness = 0.0295” φ (WIND): 0.70 Ω (WIND): 2.35 φ (FILLED, WIND): 0.50 Ω (FILLED, WIND): 3.25 SUPPORT FASTENING: Hilti ENP2K, X-EDN19, X-EDNK22 or X-HSN 24 (0.125” to 0.375” support steel) φ (Other): 0.65 Ω (Other): 2.50 φ (FILLED, Other): 0.50 Ω (FILLED, Other): 3.
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COMPOSITE DECK φ (EQ): 0.65 Ω (EQ): 2.50 φ (FILLED, EQ): 0.50 Ω (FILLED, EQ): 3.25 t = design thickness = 0.0358” φ (WIND): 0.70 Ω (WIND): 2.35 φ (FILLED, WIND): 0.50 Ω (FILLED, WIND): 3.25 SUPPORT FASTENING: Hilti ENP2K, X-EDN19, X-EDNK22 or X-HSN 24 (0.125” to 0.375” support steel) φ (Other): 0.65 Ω (Other): 2.50 φ (FILLED, Other): 0.50 Ω (FILLED, Other): 3.
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COMPOSITE DECK φ (EQ): 0.65 Ω (EQ): 2.50 φ (FILLED, EQ): 0.50 Ω (FILLED, EQ): 3.25 t = design thickness = 0.0474” φ (WIND): 0.70 Ω (WIND): 2.35 φ (FILLED, WIND): 0.50 Ω (FILLED, WIND): 3.25 SUPPORT FASTENING: Hilti ENP2K, X-EDN19, X-EDNK22 or X-HSN 24 (0.125” to 0.375” support steel) φ (Other): 0.65 Ω (Other): 2.50 φ (FILLED, Other): 0.50 Ω (FILLED, Other): 3.
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COMPOSITE DECK φ (EQ): 0.65 Ω (EQ): 2.50 φ (FILLED, EQ): 0.50 Ω (FILLED, EQ): 3.25 t = design thickness = 0.0598” φ (WIND): 0.70 Ω (WIND): 2.35 φ (FILLED, WIND): 0.50 Ω (FILLED, WIND): 3.25 SUPPORT FASTENING: Hilti ENP2K, X-EDN19, X-EDNK22 or X-HSN 24 (0.125” to 0.375” support steel) φ (Other): 0.65 Ω (Other): 2.50 φ (FILLED, Other): 0.50 Ω (FILLED, Other): 3.