STEEL ROOF & FLOOR DECK

Transcription

1 VULCRAFT STEEL ROOF & FLOOR DECK AUGUST 08 Better Partners. Better Products. Better Outcomes.

2 PLANT INFORMATION Vulcraft Alabama 705 Gault Ave. N Fort Payne, AL Vulcraft Indiana 660 County Road 60 St. Joe, IN Vulcraft Nebraska 60 West Omaha Ave. Norfolk, NE Vulcraft South Carolina 50 West Darlington Street Florence, SC Vulcraft Texas 75 County Road 45 Grapeland, TX Vulcraft Utah (Joist Only) 875 West Highway South Brigham City, UT Vulcraft of New York 6 Main Street Chemung, NY Nucor Corporation. All Rights Reserved AUG 08

3 General Product Information... 4 Finishes... 4 Product Offer... 5 Dovetail... 6 Cellular & Acoustic... 7 LEED Information... 9 PunchLok II System... 0 ROOF DECK.5B /.5BI /.5BA /.5BIA... N / NI / NA / NIA....5F A D D E... 8 Fire Resistance Ratings with Roof... 9 Roof Web Crippling Data... 0 Roof Accessories... FM Global... NON-COMPOSITE FLOOR DECK 0.6C / 0.6CSV C /.0CSV... 6.C /.CSV C... 0 C... C... 4 TABLE OF CONTENTS COMPOSITE FLOOR DECK.5VL /.5VLI VLR VLI VLI... 5 Fire Resistance Ratings with Composite VULCRAFT reserves the right to change the design or details of its products without notice. The information in this catalog is presented for general information only and is not to be used or relied upon for any application without complete review of the proposed application and without a complete review by a licensed professional architect, engineer, designer or other qualified professional. VULCRAFT assumes no liability whatsoever for the accuracy or completeness of the information contained herein. VULCRAFT makes no representation or warranty of any kind, either express or implied, respecting any information contained in this catalog including, but not limited to, the accuracy, completeness or suitability of such information for any particular purpose or use. In addition, VULCRAFT expressly disclaims any liability for incidental, special, consequential or punitive damages including, but not limited to, loss of profits or loss of use arising out of this catalog or its use. VULCRAFT S liability, warranties and other obligations with respect to its products are set forth in the Terms and Conditions of Sale provided to Buyer in connection with the provision of such products. As used herein, references to VULCRAFT include its parents, affiliates and subsidiaries. Non-Composite Slab Design... 6 Venting... 6 Reinforced Concrete Load Tables... 7 Fire Resistance Ratings with Non-Composite (Form)40 Non-Composite & Composite Construction Loading4 Web Crippling Example... 4 Non-Composite & Composite Web Crippling Data... 4 Non-Composite & Composite Pour Stop Table Non-Composite & Composite Details DIAPHRAGM Diaphragm Design Typical Fastener Layout C,.0C,.C VL,.5VLI, C, VLI, C, VLI The PunchLok II Tool and the method of using it are the subject of U.S. Patent No. 6,,9, U.S. Patent No. 6,97,469 and/ or U.S. Patent No. 8,667,656. VULCRAFT and NUCOR are registered trademarks of Nucor Corporation. VERCO and PUNCHLOK are registered trademarks of Verco ing, Inc. BETTER PARTNERS. BETTER PRODUCTS. BETTER OUTCOMES.TM, PLBTM, PLNTM, VLTM, VLITM and VLRTM are trademarks of Nucor Corporation or its affiliates. All other names may be trademarks of their respective owners. All rights reserved. AUG 08

4 VULCRAFT STEEL ROOF & FLOOR DECK VULCRAFT, a leader in the steel joist and joist girder industry offers a complete range of steel decking at six strategically located deck manufacturing facilities. The deck is accurately roll formed in varying configurations on the most modern high-speed roll forming equipment available. Steel roof and floor decks have long been recognized for their economy because of their light weight and high strengthto-weight ratio. They provide a durable and attractive roof or floor system for fast all-weather construction. Steel decks also provide excellent lateral diaphragm action thus reducing the necessity for structural bracing and their incombustible nature assures architects, engineers and owners of excellent fire ratings. ROOF DECK Vulcraft roof decks are designed in accordance with the ANSI / Steel Institute RD Standard for Steel Roof in conformance with the 05 IBC. SDI RD Standard available at: Roof Profiles:.5B,.5BI,.5PLB,.5F,.5A, N, NI, PLN,.0E,.0D,.5D Acoustical Roof Profiles:.5BA,.5BIA, NA, NIA,.0DA,.5DA NON-COMPOSITE FLOOR DECK Vulcraft non-composite (form) decks are designed in accordance with the ANSI / Steel Institute NC Standard for Non-Composite Steel Floor in conformance with the 05 IBC. SDI NC Standard available at: Non-Composite Floor Profiles: 0.6C, 0.6CSV,.0C,.0CSV,.C,.CSV,.5C, C, C COMPOSITE FLOOR DECK Vulcraft composite floor decks are designed in accordance with the ANSI / Steel Institute C-0 Standard for Composite Steel Floor -Slabs in conformance with the 05 IBC. SDI C-0 Standard available at: Composite Floor Profiles:.5VL,.5VLI,.5VLR, VLI, VLI DIAPHRAGM The Diaphragm Shear Strength and Stiffness tables in this catalog are based on the Third Edition of the Diaphragm Manual (published by the Steel Institute). MATERIAL Galvanized fluted decks are formed from either ASTM A65 or A06 steel. Painted/painted or mill finished (black) uncoated fluted roof decks are formed from either ASTM A008 or A09 steel. Cellular deck sections are fabricated from galvanized steel conforming to ASTM A65 or A06. FINISHES Vulcraft offers a selection of finishes: primer painted over cold-rolled or galvanized, galvanized, or black (uncoated). Primer painted: Prior to applying a baked-on acrylic medium gray or white primer, the cold-rolled or galvanized sheet is chemically cleaned and pre-treated. Galvanized: Galvanized decks are supplied from mill coated sheets and are offered in two zinc coated finishes. Coating designation G60 is the standard galvanized material of the deck industry. Coating designation G90 is a heavier, zinc coating often specified for exposed exterior applications or other project specific requirements. Other ASTM A65 galvanized coatings may be available on special request contact your Vulcraft representative regarding availability. 4 AUG 08

5 COMPOSITE FLOOR DECK NON-COMPOSITE FLOOR DECK DOVETAIL DECK ROOF DECK PRODUCT OFFER INFORMATION Approximate Dimensions in inches Indiana Nebraska South Carolina Texas Alabama / New York Type Gage C P T B C P T B C P T B C P T B C P T B.5B /.5BI /.5BA /.5BIA N / NI / NA / NIA.5F.5A.0E.0D /.0DA.5D /.5DA 0.6C / 0.6CSV.0C /.0CSV.C /.CSV.5C C C.5VL /.5VLI.5VLR VLI VLI NA NA NA NA NA NA NA NA NA NA NA NA NA 0 0 NA NA NA NA NA NA NA AUG 08 5

6 CEILING DoveTail If you need the best, you need Vulcraft s DoveTail steel roof deck. The innovative, high-quality decking system boasts a clean, sleek design with distinct shadow lines to provide texture to the ceiling surface. The DoveTail acoustic steel deck uses pioneering sound-reducing technology to deliver a calm, quiet interior environment all while reducing overall design costs. Vulcraft s DoveTail deck delivers. Economical -inch-deep and long spanning.5-inch-deep products Excellent acoustic performance with Noise Reduction Coefficient (NRC) of 0.95 to.5 Naturally hides unsightly roof system fasteners with the re-entrant shape of DoveTail Factory painted options Proven performance listed with UL, FM and IAPMO-UES For complete performance information, contact Vulcraft to get your Vulcraft DoveTail Roof Catalog or download directly at The Vulcraft Structural DoveTail Ceiling/ is available in -inch-deep and.5-inch-deep profiles. 6 AUG 08

7 Acoustical Cellular Cellular deck is used for flat acoustical ceilings, canopies, long spans, and heavy forms. Vulcraft cellular units are approved by U.L for use as electrical raceways. Contact your Vulcraft representative for more information. CEILING NOISE REDUCTION COEFFICIENTS OF ACOUSTICAL CELLULAR DECK Type Cellular Roof Above Material Fiberglass Insulation Absorption Coefficients 5 Hz 50 Hz 500 Hz 000 Hz 000 Hz 4000 Hz SSA NRC RAL Test No..5BPA Poly-Iso Plain ( pcf) A5-4 NPA Poly-Iso Plain ( pcf) A5-4 Cellular Composite Floor.5VLPA Concrete Plain ( pcf) A5-8 VLPA Concrete Plain ( pcf) A5-0 VLPA Concrete Plain ( pcf) A5- Acoustical Roof Acoustical decks can provide sound attenuation within buildings where the decks are exposed to the interior. Acoustical deck is particularly suitable in structures such as auditoriums, schools, gymnasiums and theaters where sound control is desirable. NOISE REDUCTION COEFFICIENTS OF ACOUSTICAL DECK Type Roof.5BA or.5bia NA or NIA DoveTail.0DA.5DA Above Material Fiberglass Insulation Absorption Coefficients 5 Hz 50 Hz 500 Hz 000 Hz 000 Hz 4000 Hz SSA NRC RAL Test No. Poly-Iso Plain (0.75 pcf) A5-5 Fiberglass Plain (0.75 pcf) A5-6 Poly-Iso Plain (0.75 pcf) A5-0 Fiberglass Plain (0.75 pcf) A5-8 Poly-Iso Plain ( pcf) A4-70 Fiberglass Plain ( pcf) A4-69 Poly-Iso Plain ( pcf) A4-86 Fiberglass Plain ( pcf) A4-87 Acoustical Notes: ) For acoustical test reports please contact your Vulcraft representitive. ) Contact your Vulcraft representative for acoustical performance data of alternate assemblies. AUG 08 7

8 CELLULAR DECK PRODUCTS CEILING CELLULAR ROOF DECK Vulcraft produces the following acoustical and non-acoustical cellular roof decks: Cellular Roof Profiles:.5BP and NP Cellular Acoustical Roof Profiles:.5BPA and NPA CELLULAR COMPOSITE FLOOR DECK Vulcraft produces the following acoustical and non-acoustical cellular composite floor decks: Cellular Composite Floor Profiles:.5VLP, VLP and VLP Cellular Acoustical Composite Floor Profiles:.5VLPA, VLPA and VLPA Cellular decks are available in the following gage combinations (hat / pan): 0/0, 0/8, 8/0, 8/8, 8/6, 6/8, and 6/6. CELLULAR DECK DESIGN Design of cellular deck may be conservatively based on the guidelines outlined below. Please contact your Vulcraft representative if more detailed information is required. CELLULAR ROOF DECK Vertical Load Design: Vertical load design of cellular deck may be based on the properties of fluted deck of the same gage and profile as the fluted top section, with or without acoustical perforations in the flat bottom section of the cellular deck. Diaphragm Design: Diaphragm shear strength and flexibility factors for B and N fluted decks are applicable to cellular sections with a fluted top section of the same profile but with the gage of the flat bottom sheet, with or without acoustical perforations in the flat bottom section of the cellular deck. See Roof Legacy Diaphragm Tables, available at catalogs for B and N roof deck diaphragm tables. CELLULAR COMPOSITE FLOOR DECK Unshored Clear Spans: Determination of maximum unshored clear spans of cellular deck may be based on the properties of fluted deck of the same gage and profile as the fluted top section, with or without acoustical perforations in the flat bottom section of the cellular deck. Superimposed Live Load: Superimposed live loads for Vulcraft composite decks for a given concrete type and thickness may be applied to composite cellular sections with a fluted top section of the same profile and gage, with or without acoustical perforations in the flat bottom section of the cellular deck. Diaphragm Design: Diaphragm shear strength and flexibility factors shown on pages 68 to 69 for fluted composite decks are applicable to cellular sections with a fluted top section of the same profile but with the gage of the flat bottom sheet, with or without acoustical perforations in the flat bottom section of the cellular deck. 8 AUG 08

9 LEED Vulcraft Group Vulcraft - Florence, SC; Norfolk, NE; Brigham City, UT; Grapeland, TX; St. Joe, IN; Fort Payne, AL; Chemung, NY; Nisku, AB; Ancaster, ON Verco ing, Inc. Phoenix, AZ; Fontana, CA; Antioch, CA Joists/Structural Products - The bar steel for Vulcraft joists is typically obtained from one of the ten (0) Nucor bar mills. That would mean that the average recycled content percentage for the Vulcraft group is 94.6%. The post- and pre-consumer recycled content have been calculated to be 8.0% and.7% respectively. Specific project information is available from facility representatives. Steel for decking produced by Vulcraft facilities is typically obtained from one of the seven (7) Nucor sheet mills. That would mean that the Vulcraft deck products contain 60.6% recycled steel. The post- and pre-consumer recycled content were calculated to be.7% and 8.9% respectively. Verco ing, Inc. may obtain steel from sources outside of Nucor that may contain lower amounts of recycled content. Specific product information regarding Verco ing, Inc., and individual Vulcraft locations is available from facility representatives. LEED v4 Information Nucor can provide a variety of documentation to help projects satisfy LEED v4 credit requirements. Nucor publishes a Corporate Sustainability Report bi-annually which can be found here - Additional LEED and/or other environmental information regarding specific Nucor Corporation products for a customer s specific order is available from facility representatives or the corporate office. A current contact list can be found here - Additional industry information is available on-line through the Steel Recycling Institute at We continue to develop product-specific Environmental Product Declarations and Health Product Declarations for a variety of product groups. Nucor has participated in multiple industry-wide Environmental Product Declarations which can be used for Nucor products. Additionally Nucor will work individually with any customer requiring product life cycle inventory data or other environmental footprint information. Regional Materials LEED 009 Credit 5; LEED v4 Local Sourcing Nucor tracks the origin of scrap shipments to our mills. Nucor can approximate the amount of scrap recovered from any project site region. Nucor owns steel and steel products manufacturing facilities throughout the US that are often within 500 miles of the project site. Please refer to the LEED Contact List ( then click on LEED Contact ), and contact the specific Nucor representative at the facility directly. AUG 08 9

10 PunchLok II System PUNCKLOK II Vulcraft PunchLok II roofing and decking system is an easy, low-cost way to install steel roof decks. The PunchLok II System not only has the highest diaphragm shear, but it also provides the building s owner with incredible value by minimizing steel deck attachments and reducing steel deck gage. Vulcraft s PunchLok II System gets the job done right. Works with all common steel deck profiles:.5plb,.0pln,.5plvi.0plvli, &.0PLVLI Pneumatic PunchLok II tool creates the VSC crimp connection The PunchLok II system provides a positive, permanent VSC sidelap attachment for steel deck The VSC seam attachments are easily verified through visual inspection Punch once... PunchLok II System Brings Value to Your Project Gage Weld to Supports Low Shear < 500 plf...and forget about it. Sidelaps Shear PunchLok II System Value # per Span Type (plf) B 6/7 6 #0 screws 495 Same gage of steel deck, Fewer sidelap connections, PLB 6/4 VSC 479 Eliminates,000 welds per 00,000 sf Gage Weld to Supports 500 plf < Modest Shear < 000 plf Sidelaps Shear PunchLok II System Value # per Span Type (plf) B 8 6/7 7 #0 screws 84 ga PLB saves 5 tons of steel per 00,000 sf, Fewer sidelap connections, PLB 6/4 6 VSC 856 Eliminates,000 welds per 00,000 sf Gage Weld to Supports High Shear > 000 plf Sidelaps Shear PunchLok II System Value # per Span Type (plf) B 8 6/7 0 Weld 4 Comparable number of sidelap connections, 0 ga PLB saves 8 tons of steel per 00,000 sf PLB 0 6/4 7 VSC 59 Eliminates 66,000 welds per 00,000 sf #0 Side Lap Screw VSC PunchLok II System Support Welds 6/7 B Steel Welds For complete performance information, contact Vulcraft to get your Vulcraft PunchLok II Roof Catalog or download directly at 6/4 PLB Steel Welds 0 AUG 08

11 PUNCKLOKII AUG 08

12 .5B /.5BI /.5BA /.5BIA ROOF DECK Maximum Sheet Length 4-0 Extra charge for lengths under 6-0 ICC ESR-7 FM Global Approved DIMENSIONS ROOF SECTION PROPERTIES Type Design Thickness (in.) Weight (psf) Section Properties I p S p I n S n (in 4 /ft) (in /ft) (in 4 /ft) (in /ft) Interlocking Sidelap *Sidelaps not drawn to show actual detail. V a (lbs/ft) B B B B B B F y (ksi) Nested Sidelap VERTICAL LOADS FOR TYPE.5B No. of Spans Type Max. SDI Const. Span Allowable Total Load (psf) / Load Causing Deflection of L/40 or inch (psf) Span (ft-in.) ctr to ctr of supports B4 4'-8 5 / / 4 80 / 68 / 6 59 / 0 5 / 7 45 / 4 40 / 5 / 0 / 8 9 / 7 B 5'-7 98 / 8 8 / 6 68 / / 7 50 / 0 44 / 4 8 / 0 4 / 7 0 / 4 7 / 5 / 0 B0 6'-5 / 05 0 / / 6 7 / 48 6 / 8 55 / 48 / 6 4 / 8 / 8 4 / 5 / B9 7'- 46 / 9 / 97 0 / / / / 8 57 / 5 / 6 45 / 40 / 9 6 / 6 B8 7'-8 68 / 5 8 / 4 6 / / / / / 7 58 / 5 / 6 46 / 4 / 9 B6 8'-8 5 / / / 7 / 89 0 / 7 96 / / / / 4 60 / 9 54 / 4 B4 5'-0 4 / 5 0 / 5 86 / / / / / 7 4 / 9 / 6 5 / / 9 B 6'- 00 / 8 / / 4 59 / 97 5 / / 6 9 / 5 5 / 4 / 7 8 / 5 / 7 B0 7'-9 8 / / 0 89 / / 66 / / 79 5 / / / 46 6 / 9 / B9 8'-5 50 / 0 4 / / / / 6 67 / / 78 5 / / 55 4 / 47 8 / 40 B8 9'- 69 / / 77 8 / 0 / / 4 76 / / / 75 5 / 6 48 / 54 4 / 46 B6 0'- / / / 7 7 / 4 0 / 7 95 / / 5 74 / / 8 60 / / 59 B4 5'-0 54 / 0 8 / / 69 9 / / / 5 6 / 9 54 / 4 48 / 4 / 7 9 / 5 B 6'- 4 / 67 0 / 6 87 / / / 6 56 / / 4 4 / 4 9 / 9 5 / 4 / B0 7'-9 59 / 09 / 57 / 95 / 95 8 / 76 7 / 6 6 / 5 56 / 4 50 / 6 45 / 40 / 6 B9 8'-5 86 / / 88 0 / 45 / 4 96 / 9 84 / / 6 65 / 5 58 / 4 5 / 7 47 / B8 9'- 0 / / 7 47 / 67 6 / 08 / / 86 8 / 7 74 / / / 4 54 / 6 B6 0'- 64 / 69 9 / / 4 58 / 68 6 / 5 9 / / 90 9 / 75 8 / 6 74 / / 46 Notes: ) Minimum exterior bearing length required is.50 inches. Minimum interior bearing length is.00 inches. If these minimum lengths are not provided, web crippling must be checked. ) FM Global approved spans available on page. AUG 08

13 N / NI / NA / NIA ROOF DECK Maximum Sheet Length 4-0 Extra charge for lengths under 6-0 ICC ESR-7 FM Global Approved DIMENSIONS SECTION PROPERTIES Type Design Thickness (in.) Weight (psf) Section Properties I p S p I n S n (in 4 /ft) (in /ft) (in 4 /ft) (in /ft) Interlocking Sidelap *Sidelaps not drawn to show actual detail. V a (lbs/ft) N N N N N F y (ksi) Nested Sidelap ROOF VERTICAL LOADS FOR TYPE N No. of Spans Type Max. SDI Const. Span Allowable Total Load (psf) / Load Causing Deflection of L/40 or inch (psf) Span (ft-in.) ctr to ctr of supports N '-7 50 / 4 46 / 7 4 / 8 / 8 5 / 5 / 0 / 0 8 / 8 6 / 6 4 / 4 / N0 '- 66 / / / 4 50 / 7 46 / 4 / 8 9 / 5 6 / 4 / 0 / 8 9 / 6 N9 4'-7 79 / 69 7 / / 5 59 / / / 5 47 / 4 / 8 40 / 5 7 / 5 / 0 N8 5'- 9 / 8 8 / / 6 69 / 5 6 / / 4 54 / 7 50 / 46 / 0 4 / 7 40 / 4 N6 8'-6 8 / 0 07 / / 8 89 / 7 8 / / / / / / 6 5 / N '-8 56 / 5 / / 9 4 / 80 9 / 7 6 / 6 4 / 55 / 50 9 / 44 7 / 40 5 / 6 N0 5'-6 7 / 5 65 / 60 / 4 55 / / / 78 4 / / 6 7 / 55 4 / 50 / 45 N9 6'- 86 / 8 78 / 57 7 / 7 65 / 0 60 / / 9 5 / 8 47 / / 66 4 / 60 8 / 54 N8 8'- 98 / 89 / 8 8 / / 9 68 / 6 / / / / / / 6 N6 0'-4 / 76 / 8 0 / 07 9 / 8 86 / / 4 7 / 5 68 / 6 / / / 8 N '-8 69 / / 8 58 / 7 5 / 6 49 / / 49 4 / 4 9 / 9 6 / 5 4 / / 8 N0 5'-6 90 / 9 8 / 0 74 / / 78 6 / / 6 5 / / / 4 4 / 9 40 / 5 N9 6'- 07 / 4 97 / 89 / 07 8 / / 8 69 / 7 64 / / / 5 5 / / 4 N8 8'- / 65 / 4 0 / 4 9 / / / 84 7 / / 67 6 / / / 49 N6 0'-4 54 / 6 9 / 86 7 / 6 6 / 4 07 / 5 99 / 9 / / / / 7 69 / 64 Notes: ) Minimum exterior bearing length required is.50 inches. Minimum interior bearing length is.00 inches. If these minimum lengths are not provided, web crippling must be checked. ) FM Global approved spans available on page. AUG 08

14 .5F ROOF DECK Maximum Sheet Length 4-0 Extra charge for lengths under 6-0 ICC ESR-7 FM Global Approved DIMENSIONS ROOF SECTION PROPERTIES Type Design Thickness (in.) Weight (psf) Section Properties I p S p I n S n (in 4 /ft) (in /ft) (in 4 /ft) (in /ft) V a (lbs/ft) F F F F F y (ksi) VERTICAL LOADS FOR TYPE.5F No. of Spans Type Max. SDI Const. Span Allowable Total Load (psf) / Load Causing Deflection of L/40 or inch (psf) Span (ft-in.) ctr to ctr of supports F 4-9 / 6 7 / 8 59 / / 45 4 / 4 5 / 7 0 / 6 / 8 / 4 0 / 8 / 0 F / / 04 7 / 76 6 / 57 5 / 44 4 / 5 7 / 8 / 9 / 9 5 / 5 / F / 8 08 / 7 87 / 9 7 / 70 6 / 54 5 / 4 45 / 4 9 / 8 4 / 0 / 9 7 / 6 F / 4 / / 08 8 / 8 70 / 6 59 / 49 5 / 9 44 / 9 / 6 5 / / 9 F 5-99 / / 0 6 / 5 5 / 5 44 / 88 8 / 70 / 56 8 / 45 5 / 7 / 0 / 6 F0 6-6 / 7 96 / 6 78 / 9 64 / 4 54 / 0 46 / / 70 5 / 57 0 / 47 7 / 9 4 / F / 444 / 90 / 7 75 / 7 6 / 5 / / 8 40 / 67 5 / 56 / 46 8 / 9 F / 5 6 / 59 0 / 6 85 / 96 7 / 5 6 / 9 5 / / / 64 5 / 5 / 45 F 5 - / 4 97 / / 0 65 / / / 55 4 / 44 5 / 5 / 9 8 / 4 5 / F / 9 9 / / / 67 / / / 54 4 / 44 8 / 6 4 / 0 0 / 6 F / 48 9 / 44 / 78 9 / 4 78 / 0 67 / 8 58 / / 5 44 / 4 9 / 6 5 / F / / 8 7 / / / 9 76 / 9 65 / / 6 50 / / 4 40 / 5 Notes: ) Minimum exterior bearing length required is.50 inches. Minimum interior bearing length is.00 inches. If these minimum lengths are not provided, web crippling must be checked. ) FM Global approved spans available on page. 4 AUG 08

15 .5A ROOF DECK Maximum Sheet Length 4-0 Extra charge for lengths under 6-0 ICC ESR-7 FM Global Approved DIMENSIONS SECTION PROPERTIES Type Design Thickness (in.) Weight (psf) Section Properties I p S p I n S n (in 4 /ft) (in /ft) (in 4 /ft) (in /ft) V a (lbs/ft) A A A A F y (ksi) ROOF VERTICAL LOADS FOR TYPE.5A No. of Spans Type Max. SDI Const. Span Allowable Total Load (psf) / Load Causing Deflection of L/40 or inch (psf) Span (ft-in.) ctr to ctr of supports A '-9 8 / / 75 5 / 55 4 / 4 6 / / 5 6 / 0 / 6 0 / 8 / 6 / 9 A0 4'-8 00 / 7 79 / / 70 5 / 5 45 / 4 8 / / 6 9 / 5 / 7 / 4 0 / A9 5'-6 9 / / 7 76 / 85 6 / 64 5 / / 9 9 / 4 / 5 0 / 6 / 7 4 / 5 A8 6'- 8 / / 7 88 / 00 7 / 75 6 / 58 5 / / 6 9 / 0 4 / 4 0 / 0 7 / 7 A 4'-7 87 / / / 4 46 / 06 9 / 8 / 64 8 / 5 5 / 4 / 5 9 / 9 7 / 4 A0 5'-9 06 / / 4 68 / / 47 / 0 40 / 80 5 / 64 0 / 5 7 / 4 4 / 6 / 0 A9 6'-0 4 / 4 98 / / 0 66 / / 47 / 96 4 / 77 6 / 6 / 5 8 / 4 5 / 6 A8 7'-4 40 / 47 / 90 / 4 75 / 8 6 / 40 5 / 0 46 / / 7 5 / 59 / 49 8 / 4 A 4'-7 08 / 6 85 / 5 69 / 57 / 8 48 / 64 4 / 50 5 / 40 / 7 / 7 4 / / 9 A0 5'-9 / / / 8 70 / / / 6 44 / 50 8 / 4 / 4 0 / 8 6 / 4 A9 6'-0 55 / / 6 99 / 65 8 / 4 69 / / 75 5 / / 49 9 / 40 5 / 4 / 8 A8 7'-4 75 / 70 8 / 60 / 90 9 / 4 78 / 0 67 / / / / 46 9 / 9 5 / Notes: ) Minimum exterior bearing length required is.50 inches. Minimum interior bearing length is.00 inches. If these minimum lengths are not provided, web crippling must be checked. ) FM Global approved spans available on page. AUG 08 5

16 .0D DOVETAIL DECK Maximum Sheet Length 4-0 Extra charge for lengths under 6-0 IAPMO ER-04 FM Global Approved DIMENSIONS ROOF SECTION PROPERTIES Type Design Thickness (in.) Weight (psf) Section Properties I d+ S e+ I d- S e- (in 4 /ft) (in /ft) (in 4 /ft) (in /ft) V a (lbs/ft).0d D D D F y (ksi) VERTICAL LOADS FOR TYPE.0D No. of Spans Type Allowable Total Load (psf) / Load Causing Deflection of L/40 (psf) Span (ft-in.) ctr to ctr of supports D 74 / / 8 89 / / / 5 4 / 5 6 / 9 0 / 5 6 / / 9 D0 9 / 5 / 4 / / 6 68 / 4 55 / 45 / 8 / 8 / 4 8 / D8 96 / 05 / 90 5 / 0 6 / 80 9 / / 4 6 / 5 / 4 44 / 9 8 / 5 D6 75 / 60 / 4 9 / 5 46 / 0 6 / 7 94 / 5 77 / 9 65 / 0 55 / 4 48 / 9 D 74 / / 89 / 68 / 54 / 4 / 6 / 0 / 6 / / D0 / 48 / 09 / 8 / 66 / 5 / 44 / 7 / / 7 / 6 D8 87 / 00 / 47 / / 89 / 7 / 59 / 50 / 4 / 7 / 5 D6 68 / 55 / 88 / 44 / 4 / 9 / 76 / 64 / 54 / 47 / 46 D 7 / 5 / / 85 / 67 / 6 54 / / 8 / 6 / 0 8 / 6 D0 67 / 85 / 6 / 04 / 8 / / / 4 46 / 9 / 5 4 / 0 D8 59 / 50 / 8 / 40 / / / / 57 6 / 44 5 / 4 46 / 8 D6 460 / 9 / 5 / 80 / 4 / 4 5 / / / / / 6 Notes: ) This table does not account for web-crippling. Allowable reactions must be checked based on specific span condition using the allowable reactions shown in the Vulcraft DoveTail Roof Catalog, available at: ) FM Global approved spans are available at: ) The symbol indicates that the allowable uniform load based on deflection exceeds the allowable load based on stress. See for more complete DoveTail deck information. 6 AUG 08

17 .5D DOVETAIL DECK Maximum Sheet Length 4-0 Extra charge for lengths under 6-0 IAPMO ER-04 FM Global Approved DIMENSIONS SECTION PROPERTIES Type Design Thickness (in.) Weight (psf) Section Properties I d+ S e+ I d- S e- (in 4 /ft) (in /ft) (in 4 /ft) (in /ft) V a (lbs/ft).5d D D D F y (ksi) ROOF VERTICAL LOADS FOR TYPE.5D No. of Spans Type Allowable Total Load (psf) / Load Causing Deflection of L/40 (psf) Span (ft-in.) ctr to ctr of supports D0 89 / / / 5 55 / 4 48 / 4 4 / 8 7 / 4 / 0 0 / 7 7 / 4 4 /.5D8 9 / 9 09 / 9 9 / 7 80 / / 47 6 / 9 54 / 48 / 7 4 / 9 / 0 5 / 7.5D6 74 / / 9 4 / / 75 9 / 6 8 / 50 7 / 4 65 / 5 58 / 0 5 / 6 48 /.5D4 0 / 95 9 / / 8 4 / 95 4 / / 6 96 / 5 86 / / 8 70 / 6 / 8.5D0 0 / 87 / 74 / 64 / 55 / 49 / 4 / 8 / 5 / / 8 / 8.5D8 4 / 9 / 0 / 87 / 76 / 67 / 59 / 5 / 47 / 4 / 9 /.5D6 8 / 5 / 0 / / 98 / 86 / 76 / 68 / 6 / 55 / 50 /.5D4 / 94 / 65 / 4 / 4 / 09 / 97 / 86 / 77 / 70 / 6 /.5D0 / 08 / 9 / 80 / 74.5D8 77 / 48 / 6 / 09 / 0.5D6 77 / 9 / 6 / 40 / 4.5D4 89 / 4 / 07 / 78 / 7 Notes: ) This table does not account for web-crippling. Allowable reactions must be checked based on specific span condition using the allowable reactions shown in the Vulcraft DoveTail Roof Catalog, available at: ) FM Global approved spans are available at: ) The symbol indicates that the allowable uniform load based on deflection exceeds the allowable load based on stress. See for more complete DoveTail deck information. AUG 08 7

18 .0E ROOF DECK Maximum Sheet Length 4-0 Extra charge for lengths under 6-0 ICC ESR-7 FM Global Approved DIMENSIONS ROOF SECTION PROPERTIES Type Design Thickness (in.) Weight (psf) Section Properties I p S p I n S n (in 4 /ft) (in /ft) (in 4 /ft) (in /ft) V a (lbs/ft) E E E E F y (ksi) VERTICAL LOADS FOR TYPE.0E No. of Spans Type Max. SDI Const. Span Allowable Total Load (psf) / Load Causing Deflection of L/40 or inch (psf) Span (ft-in.) ctr to ctr of supports E6 '-0 57 / / 97 / 6 00 / 4 79 / 9 64 / 5 / 6 45 / 8 / 0 / 8 9 / 6 E4 '-5 76 / 9 6 / 8 9 / / 58 6 / 4 94 / 0 78 / 65 / 7 56 / 4 48 / 4 / 9 E ' / / / 95 / / 5 5 / 8 0 / 9 86 / 74 / 7 64 / 4 55 / E0 4'- 640 / / 4 7 / 5 50 / / 6 60 / 46 / 5 / 7 95 / 8 / 7 7 / 4 E6 '-4 67 / / 40 8 / 5 06 / 0 84 / 7 68 / 5 56 / 9 47 / 0 40 / 4 5 / 9 0 / 5 E4 4'-0 90 / / 9 00 / 4 5 / 4 / 0 98 / 7 8 / / 4 58 / 50 / 7 44 / E 4' / 78 5 / / / / 7 8 / 9 06 / / 5 76 / 4 65 / 4 57 / 7 E0 5'-0 6 / / 55 0 / 4 46 / 7 94 / 5 58 / 0 / / 64 9 / 5 8 / 4 70 / E6 '-4 0 / 5 / 88 7 / 8 / / / 4 70 / 0 59 / 50 / 8 4 / 5 8 / E4 4' / / / 67 9 / 5 / 79 / 57 0 / 4 85 / 7 / 6 6 / 55 / 7 E 4'-6 69 / / 4 4 / 49 / 4 97 / / 7 / 54 / 4 95 / 8 / 6 7 / E0 5' / / / / 70 4 / 9 97 / 87 6 / 65 7 / 50 7 / 40 0 / 88 / 6 Notes: ) Minimum exterior bearing length required is.50 inches. Minimum interior bearing length is.00 inches. If these minimum lengths are not provided, web crippling must be checked. 8 AUG 08

19 ROOF DECK FIRE RESISTANCE RATINGS Restrained Assembly Rating Type of Protection Type of Insulation U.L. Design No. (,) Roof Unrestrained Beam Rating Restrained Assembly Rating Type of Protection Type of Insulation U.L. Design No. (,) Roof Unrestrained Beam Rating Hr. Exposed Grid Gypsum Board Cementitious Sprayed Fiber Unprotected Exposed Grid Rigid Insulation Insulating Fill Rigid Insulation Rigid Insulation Rigid Insulation Insulating Fill Rigid Insulation P+ B, BI, F, A P4+ B, BI, F, A Hr. P5+ B, BI, F, A,.5 Hr. P7+ B, BI, F, A,.5 Hr. P0+ B, BI, F, A Hr. P5+ B, BI, F, A Hr. P4+ B, BI, F, A Hr. P50+ B, BI, F, A P70* B, BI, F, A, N, NI,.5, Hr. P7* B, BI, F, N, NI,.5, Hr. P77* B, BI, N, NI,.5, Hr. P80* B, BI, F, A, N, NI,.5, Hr. P85* B, BI, F, A, N, NI,.5, Hr. P89* B, BI, F, N, NI,.5, Hr. P90 B, BI, N, NI,.5, Hr. P907 B, BI, N, NI,.5, Hr. P908 B, BI, N, NI,.5, Hr. P99 B, BI, N, NI,.5 Hr. P90 B, BI, N, NI,.5, Hr. P9 B, BI, N, NI,.5, Hr. P9 B, BI, N, NI,.5, Hr. P9 B, BI, N, NI,.5, Hr. P5+ B, BI, F, A,.5 Hr. P7+ B, BI, F, A,.5 Hr. P0+ B, BI, F, A Hr. Hr. Exposed Grid Metal Lath Gypsum Board Cementitious Sprayed Fiber Unprotected Hr. Metal Lath Rigid Insulation Rigid Insulation Rigid Insulation Rigid Insulation Rigid Insulation Insulating Fill Insulating Fill P7+ B, BI, F, A Hr. P404+ B, BI P54+ B, BI, F, A P70 B, BI, F, A, N, NI,.5, Hr. P7* B, BI, F, N, NI,.5, Hr. P77* B, BI, N, NI,.5, Hr. P80 B, BI, F, A, N, NI,.5, Hr. P85* B, BI, F, A, N, NI,.5, Hr. P89* B, BI, F, N, NI,.5, Hr. P90 B, BI, N, NI,.5, Hr. P907 B, BI, N, NI,.5, Hr. P908 B, BI, N, NI,.5, Hr. P90 B, BI, N, NI,.5, Hr. P9 B, BI, N, NI,.5, Hr. P9 B, BI, N, NI,.5, Hr. P9 B, BI, N, NI,.5, Hr Notes:. Refer to the U.L. Fire Resistance Directory for the necessary construction details.. finish shall be galvanized unless noted otherwise.. + finish is not critical for fire resistance when used in P--, P4--, & P5-- Series designs. finish shall be galvanized or painted. * Denotes deck finish is critical for fire resistance. finish shall be galvanized or painted. This is a special type of paint and is compatible with the spray-applied fire protection and is U.L. approved for use in the denoted P7-- & P8-- Series designs. ROOF Metal Lath Rigid Insulation P404+ B, BI Gypsum Board Rigid Insulation P50+ B, BI, F, A Cementitious Rigid Insulation P70* B, BI, F, A, N, NI,.5, Hr. P7* B, BI, F, N, NI,.5, Hr. P77* B, BI, N, NI,.5, Hr. / Hr. Sprayed Fiber Rigid Insulation P80* B, BI, F, A, N, NI,.5, Hr. P85* B, BI, F, A, N, NI,.5, Hr. P89* B, BI, F, N, NI,.5, Hr. P90 B, BI, N, NI,.5, Hr. P907 B, BI, N, NI,.5, Hr. P908 B, BI, N, NI,.5, Hr. Unprotected Insulating Fill P99 B, BI, N, NI,.5 Hr. P90 B, BI, N, NI,.5, Hr. P9 B, BI, N, NI,.5, Hr. P9 B, BI, N, NI,.5, Hr. P9 B, BI, N, NI,.5, Hr. AUG 08 9

20 ROOF DECK WEB CRIPPLING ROOF Type B4 B B0 B9 B8 B6 F F0 F9 F8 A A0 A9 A8 Reaction Type Allowable Reactions Due to Web Crippling (lbs/ft) One Flange Loading Bearing Length (in.) Two Flange Loading Bearing Length (in.) End Interior End Interior End Interior End Interior End Interior End Interior End Interior End Interior End Interior End Interior End Interior End Interior End Interior End Interior Type N N0 N9 N8 N6 Reaction Type Allowable Reactions Due to Web Crippling (lbs/ft) One Flange Loading Bearing Length (in.) Two Flange Loading Bearing Length (in.) End Interior End Interior End Interior End Interior End Interior AUG 08

21 BEARING Bearing length directly influences allowable reactions governed by web crippling. It is also important to ensure that enough bearing length is provided to meet minimum edge distance requirements for fasteners. Sufficient bearing at parallel supports should be provided to make the specified connections. Web Crippling: One vs. Two Flange Loading ROOF AUG 08

22 ROOF ROOF DECK ACCESSORIES ACCESSORIES AUG 08

23 FM GLOBAL The tables below provide an abbreviated listing of FM approved spans (c-c) for Vulcraft decks based on live load deflection and wind uplift limited by deck bending and fastener pull-over. The complete listing of FM allowable spans for Vulcraft decks, including additional profiles and alternate weld sizes is available at The Engineer of Record must investigate the design, including above deck components and selected attachments, as published by FM Global as found at No. of Spans ALLOWABLE SPANS (c-c) 5/8 Arc Spot 6/4 5/8 Arc Spot 6/ (B,BI) (B,BI) (B,BI) (B,BI) (B,BI) (B,BI) (B,BI) (B,BI) (B,BI) (B,BI) (B,BI) (B,BI) ROOF No. of Spans 5/8 Arc Spot 4/ (N,NI) (N,NI) (N,NI) (N,NI) (N,NI) (N,NI) (N,NI) (N,NI) (N,NI) (N,NI) (N,NI) (N,NI) NOTES: ) Arc spot weld sizes are visible diameter. ) FM Global reduces deck section properties by 5% to account for acoustical perforations. Additional decks approved for use in FM constructions include: Fluted:.5A,.5F,.0D, and.5d Fluted Acoustical:.5BA,.5BIA, NA, NIA,.0DA, and.5da Cellular:.5BP and NP Cellular Acoustical:.5BPA and NPA AUG 08

24 0.6C / 0.6CSV CONFORM DECK SECTION PROPERTIES Gauge Design Thickness Weight Section Properties Ip I n S p S n (in) (psf) (in 4 /ft) (in 4 /ft) (in /ft) (in /ft) (lbs/ft) (ksi) V a F y NON-COMPOSITE MAXIMUM CONSTRUCTION CLEAR SPANS (S.D.I. CRITERIA) (ft-in.) Total Slab Depth (t=.50).5 (t=.00) (t=.50).5 (t=.00) 4 (t=.50) 4.5 (t=4.00) 5 (t=4.50) Weight (psf) NW Concrete N=9 45 PCF Weight (psf) LW Concrete N=4 0 PCF SPAN SPAN SPAN SPAN SPAN SPAN 0.6C8 '- '-9 '-0 7 '-4 '-0 '- 0.6C6 '-9 '- '-4 8 '-0 '-5 '-6 0.6C4 '-5 4'- 4'- 8 '-7 4'-4 4'-5 0.6C 4'- 4'-0 4'- 8 4'- 5'- 5'- 0.6C8 9 '- '-8 '-8 '-4 '-9 '-0 0.6C6 9 '-8 '- '- '-9 '-4 '-4 0.6C4 9 '-4 '- 4'-0 '-6 4'- 4'- 0.6C 9 '- 4'-7 4'-8 4'- 4'- 5'-0 0.6C8 5 '- '-7 '-7 7 '- '-8 '-9 0.6C6 5 '-7 '- '- 7 '-8 '- '- 0.6C4 5 '- '-9 '-0 7 '-5 4'-0 4'- 0.6C 6 '-9 4'-5 4'-6 7 4'-0 4'-9 4'-0 0.6C8 4 '- '-6 '-6 '- '-8 '-8 0.6C6 4 '-6 '- '-0 '-7 '- '- 0.6C4 4 '- '-8 '-8 '- '- '- 0.6C 4 '-7 4'- 4'-4 '-0 4'-7 4'-8 0.6C8 47 '-0 '-5 '-6 6 '- '-7 '-7 0.6C6 47 '-5 '-0 '- 6 '-7 '- '- 0.6C4 47 '-0 '-6 '-7 6 '- '-9 '-0 0.6C 48 '-5 4'- 4'- 6 '-9 4'-5 4'-6 0.6C8 5 '-0 '-4 '-5 40 '- '-6 '-7 0.6C6 5 '-4 '-9 '-0 40 '-6 '-0 '-0 0.6C4 5 '- '-5 '-6 4 '- '-8 '-9 0.6C 54 '-4 4'-0 4'-0 4 '-7 4'- 4'-4 0.6C8 59 '- '-4 '-4 45 '- '-6 '-6 0.6C6 59 '- '-8 '-9 45 '-5 '- '- 0.6C4 59 '-0 '-4 '-4 45 '-0 '-7 '-8 0.6C 60 '- '-0 '- 46 '-6 4'- 4'- Notes: ) Minimum exterior bearing length required is.5. Minimum interior bearing length is. See page 7 for Reinforced Concrete Slab Allowable Loads for 0.6C. 4 AUG 08

25 0.6C / 0.6CSV CONFORM DECK DIMENSIONS ALLOWABLE UNIFORM LOAD (PSF) TYPE NO. 0.6C8 0.6C6 0.6C4 0.6C NO. OF SPANS DESIGN CRITERIA SLAB INFORMATION Total Slab Depth CLEAR SPAN (ft-in.) Theo. Concrete Volume (in.) (Yd /00 ft ) (ft /ft ) / / / *Volumes and weights do not include allowance for deflection Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ NON-COMPOSITE AUG 08 5

26 SECTION PROPERTIES Gauge.0C /.0CSV CONFORM DECK Design Thickness Weight Section Properties Ip I n S p S n (in) (psf) (in 4 /ft) (in 4 /ft) (in /ft) (in /ft) (lbs/ft) (ksi) V a F y NON-COMPOSITE MAXIMUM CONSTRUCTION CLEAR SPANS (S.D.I. CRITERIA) (ft-in.) Total Slab Depth.5 (t=.50) (t=.00).5 (t=.50) 4 (t=.00) 4.5 (t=.50) 5 (t=4.00) 5.5 (t=4.50) Weight (psf) NW Concrete N=9 45 PCF Weight (psf) LW Concrete N=4 0 PCF SPAN SPAN SPAN SPAN SPAN SPAN.0C6 5 '-0 4'-7 4'-8 9 4'- 4'- 5'-0.0C4 5 5'- 6'- 6'- 9 5'-6 6'-7 6'-8.0C 5 6'-0 7'-6 7'-5 0 6'-7 8'- 8'-.0C0 6 6'-5 8'-7 7'- 0 7'-0 9'-4 8'-8.0C6 '-8 4'-5 4'-6 4 '- 4'-8 4'-9.0C4 4'- 5'-0 5'- 4 5'-4 6'- 6'-4.0C 5'-8 7'- 7'-0 4 6'- 7'-9 7'-8.0C0 6'-0 8'-0 7'-5 5 6'-7 8'-0 8'-.0C6 7 '-7 4'- 4'- 8 '-0 4'-6 4'-7.0C4 7 4'-9 5'-7 5'-8 9 5'- 6'-0 6'-.0C 7 5'-4 6'-9 6'-7 9 5'-0 7'-4 7'-.0C0 8 5'-8 7'-7 7'-0 9 6'- 8'-4 7'-8.0C6 4 '-5 4'- 4'- '-8 4'-5 4'-5.0C4 4 4'-6 5'-4 5'-5 4'- 5'-0 5'-0.0C 4 5'- 6'-6 6'-4 5'-7 7'- 6'-.0C0 44 5'-5 7'- 6'-8 4 5'- 8'-0 7'-4.0C6 49 '-4 '- 4'-0 7 '-7 4'- 4'-4.0C4 49 4'-4 5'- 5'- 8 4'-9 5'-7 5'-8.0C 50 4'- 6'- 6'- 8 5'-4 6'-0 6'-8.0C0 50 5'- 7'-0 6'-5 8 5'-8 7'-8 7'-.0C6 55 '- '-0 '-0 4 '-6 4'- 4'-.0C4 55 4'- 5'-0 5'-0 4 4'-7 5'-5 5'-6.0C 56 4'-9 6'-0 5'-0 4 5'- 6'-7 6'-5.0C0 56 5'-0 6'-9 6'- 4 5'-6 7'-5 6'-0.0C6 6 '- '-8 '-9 47 '-5 4'-0 4'-.0C4 6 4'- 4'-0 4' '-6 5'- 5'-4.0C 6 4'-7 5'-9 5' '-0 6'-4 6'-.0C0 6 4'-0 6'-6 6' '-4 7'- 6'-7 Notes: ) Minimum exterior bearing length required is.5. Minimum interior bearing length is. See page 7 for Reinforced Concrete Slab Allowable Loads for.0c. 6 AUG 08

27 .0C /.0CSV CONFORM DECK DIMENSIONS ALLOWABLE UNIFORM LOAD (PSF) TYPE NO..0C6.0C4.0C.0C0 NO. OF SPANS DESIGN CRITERIA CLEAR SPAN (ft-in.) SLAB INFORMATION Total Slab Depth Theo. Concrete Volume (in.) (Yd /00 ft ) (ft /ft ) / / / / *Volumes and weights do not include allowance for deflection Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ NON-COMPOSITE AUG 08 7

28 SECTION PROPERTIES Gauge.C /.CSV CONFORM DECK Design Thickness Weight Section Properties Ip I n S p S n (in) (psf) (in 4 /ft) (in 4 /ft) (in /ft) (in /ft) (lbs/ft) (ksi) V a F y NON-COMPOSITE MAXIMUM CONSTRUCTION CLEAR SPANS (S.D.I. CRITERIA) (ft-in.) Total Slab Depth. (t=.00).8 (t=.50) 4. (t=.00) 4.8 (t=.50) 5. (t=4.00) 5.8 (t=4.50) 6. (t=5.00) Weight (psf) NW Concrete N=9 45 PCF Weight (psf) LW Concrete N=4 0 PCF SPAN SPAN SPAN SPAN SPAN SPAN.C6 4'-0 5'-8 5'-9 5 5'- 6'- 6'-.C4 4 6'-0 7'- 7'- 6 6'-6 7'-8 7'-9.C 4 6'-5 8'- 8'-0 6 7'- 8'- 8'-9.C0 4 6'-0 9'-0 8'-6 6 7'-6 9'-0 9'-4.C6 9 4'-8 5'-5 5'-6 0 5'-0 5'- 6'-0.C4 40 5'-9 6'-9 6'-0 0 6'- 7'-4 7'-5.C 40 6'- 7'-9 7'-7 6'-9 8'-6 8'-4.C0 40 6'-6 8'-7 8'- 7'- 9'-5 8'-0.C6 45 4'-5 5'- 5'-4 5 4'-0 5'-8 5'-9.C4 46 5'-6 6'-5 6'-6 5 6'-0 7'- 7'-.C 46 5'-0 7'-5 7'- 5 6'-5 8'- 7'-.C0 46 6'- 8'- 7'-9 6 6'-0 9'-0 8'-6.C6 5 4'-4 5'-0 5'- 9 4'-8 5'-6 5'-7.C4 5 5'- 6'- 6'- 40 5'-9 6'-0 6'-.C 5 5'-8 7'- 7' '- 7'-0 7'-8.C0 5 6'-0 7'-0 7' '-7 8'-8 8'-.C6 57 4'- 4'-6 4'- 44 4'-6 5'-4 5'-5.C4 58 5'- 6'-0 6'- 44 5'-7 6'-7 6'-8.C 58 5'-5 6'-0 6' '-0 7'-7 7'-5.C0 58 5'-0 7'-7 7'- 45 6'-4 8'-4 7'-0.C6 6 4'-0 4'- 4' '-5 5'- 5'-.C4 64 4'- 5'-9 5' '-5 6'-4 6'-5.C 64 5'- 6'-7 6' '-9 7'-4 7'-.C0 64 5'-7 7'- 6'- 49 6'- 8'- 7'-7.C6 69 '- '-9 4'- 5 4'- 4'- 5'-.C4 70 4'-9 5'-7 5'-8 5 5'- 6'- 6'-.C 70 5'- 6'-5 6' '-7 7'- 6'-.C0 70 5'-6 7'- 6' '-0 7'-0 7'-5 Notes: ) Minimum exterior bearing length required is.5. Minimum interior bearing length is. See page 8 for Reinforced Concrete Slab Allowable Loads for.c. 8 AUG 08

29 .C /.CSV CONFORM DECK DIMENSIONS ALLOWABLE UNIFORM LOAD (PSF) TYPE NO..C6.C4.C.C0 NO. OF SPANS DESIGN CRITERIA SLAB INFORMATION Total Slab Depth CLEAR SPAN (ft-in.) Theo. Concrete Volume (in.) (Yd /00 ft ) (ft /ft ) *Volumes and weights do not include allowance for deflection Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ Fb = 6, Defl. = l/ Defl. = l/ NON-COMPOSITE AUG 08 9

30 .5C CONFORM DECK SECTION PROPERTIES Gauge Design Thickness Weight Section Properties Ip I n S p S n (in) (psf) (in 4 /ft) (in 4 /ft) (in /ft) (in /ft) (lbs/ft) (ksi) V a F y NON-COMPOSITE MAXIMUM CONSTRUCTION CLEAR SPANS (S.D.I. CRITERIA) (ft-in.) Total Slab Depth.5 (t=.00) 4 (t=.50) 4.5 (t=.00) 5 (t=.50) 5.5 (t=4.00) 6 (t=4.50) 6.5 (t=5.00) Weight (psf) NW Concrete N=9 45 PCF Weight (psf) LW Concrete N=4 0 PCF SPAN SPAN SPAN SPAN SPAN SPAN.5C4 7 5'-0 6'-0 6'- 8 6'-4 7'-6 7'-7.5C 7 6'-4 7'-4 7'-6 9 6'-0 8'-0 8'-.5C0 8 7'-5 8'-5 8'-8 9 8'- 9'- 9'-6.5C8 8 8'-5 9'-9 0'- 0 9'- 0'-8 '-0.5C4 4 5'-7 6'-6 6'-8 6'- 7'- 7'-.5C 4 6'-0 7'-0 7'- 6'-7 7'-8 7'-0.5C0 44 7'- 8'-0 8'- 4 7'-9 8'-9 9'-.5C8 44 8'-0 9'-4 9'-8 4 8'-9 0'- 0'-6.5C4 49 5'-4 6'- 6'-4 8 5'-0 6'-0 7'-0.5C 49 5'-9 6'-8 6'-0 8 6'-4 7'-4 7'-6.5C0 50 6'-9 7'-8 7'- 8 7'-5 8'-5 8'-8.5C8 50 7'-9 8'- 9'- 9 8'-5 9'-0 0'-.5C4 55 5'- 6'-0 6'- 4 5'-8 6'-7 6'-9.5C 55 5'-7 6'-5 6'-7 4 6'- 7'- 7'-.5C0 56 6'-6 7'-4 7'-7 4 7'- 8'- 8'-5.5C8 56 7'-5 8'-7 8'-0 4 8'- 9'-5 9'-9.5C4 6 5'-0 5'-9 5'- 47 5'-6 6'-5 6'-6.5C 6 5'-5 6'- 6' '- 6'-0 7'-0.5C0 6 6'- 7'- 7' '- 7'-0 8'-.5C8 6 7'- 8'- 8' '- 9'- 9'-5.5C4 67 4'-0 5'-7 5'-9 5 5'-4 6'- 6'-4.5C 68 5'- 6'-0 6'- 5 5'-9 6'-8 6'-0.5C0 68 6'- 6'-0 7'- 5 6'-9 7'-7 7'-0.5C8 69 7'-0 8'-0 8'- 5 7'-8 8'-0 9'-.5C4 7 4'-9 5'-5 5' '- 6'-0 6'-.5C 74 5'- 5'-9 6' '-7 6'-5 6'-7.5C0 74 5'- 6'-7 6' '-6 7'-4 7'-7.5C8 75 6'-0 7'-9 8' '-5 8'-7 8'- Notes: ) Maximum unshored spans do not consider web crippling. Required bearing should be determined based on allowable reactions on page 4 or with the Vulcraft Unshored Span Calculator available at The following conditions are required to meet the maximum unshored spans shown: Minimum exterior bearing length of.5 for 4 to 6 gage. Minimum interior bearing length of for 4 to 6 gage. See page 8 for Reinforced Concrete Slab Allowable Loads for.5c. 0 AUG 08

31 .5C CONFORM DECK DIMENSIONS ALLOWABLE UNIFORM LOAD (PSF) TYPE NO..5C4.5C.5C0.5C8 NO. OF SPANS DESIGN CRITERIA CLEAR SPAN (ft-in.) SLAB INFORMATION Total Slab Depth Theo. Concrete Volume (in.) (Yd /00 ft ) (ft /ft ) / / / / *Volumes and weights do not include allowance for deflection Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 4, Defl. = l/ Defl. = l/ Fb = 4, Defl. = l/ Defl. = l/ Fb = 4, Defl. = l/ Defl. = l/ NON-COMPOSITE AUG 08

32 C CONFORM DECK SECTION PROPERTIES Gauge Design Thickness Weight Section Properties Ip I n S p S n (in) (psf) (in 4 /ft) (in 4 /ft) (in /ft) (in /ft) (lbs/ft) (ksi) V a F y NON-COMPOSITE MAXIMUM CONSTRUCTION CLEAR SPANS (S.D.I. CRITERIA) (ft-in.) Total Slab Depth 4 (t=.00) 4.5 (t=.50) 5 (t=.00) 5.5 (t=.50) 6 (t=4.00) 6.5 (t=4.50) 7 (t=5.00) Weight (psf) NW Concrete N=9 45 PCF Weight (psf) LW Concrete N=4 0 PCF SPAN SPAN SPAN SPAN SPAN SPAN C 8 7'-0 9'-0 9'- 9 8'-7 9'-0 0'- C0 9 9'-5 0'-5 0'-9 0 0'-4 '-4 '-9 C8 9 0'-6 '-8 '-6 0 '-5 '-9 '-5 C6 40 '- '-0 '- '- 4'-0 4'- C 44 7'-6 8'-7 8'-0 4 8'- 9'-5 9'-9 C0 45 9'-0 9'- 0'- 4 9'- 0'- '- C8 45 0'- '- '- 5 '-0 '- '- C6 46 0'-0 '- '-8 6 '-8 '-5 '-8 C 50 7'- 8'- 8'-5 8 7'-0 9'- 9'-4 C0 5 8'-7 9'-6 9'-0 9 9'-6 0'-5 0'-0 C8 5 9'-8 '-6 '-9 9 0'-7 '-8 '-7 C6 5 0'-5 '-9 '- 40 '-4 '- '- C 56 6'-0 7'- 8'- 4 7'-7 8'-9 8'- C0 57 8'- 9'- 9'-5 4 9'- 0'- 0'-5 C8 57 9'-4 '- ' '- '- '- C6 58 0'-0 '- '-8 45 '-0 '-5 '-0 C 6 6'-7 7'-7 7' '-4 8'-5 8'-8 C0 6 7'- 8'-9 9'- 48 8'-9 9'-9 0'- C8 6 9'-0 0'-8 ' '- '-0 '- C6 64 9'-9 0'-0 '- 49 0'-8 '-0 '-5 C 68 6'-5 7'-4 7'-6 5 7'- 8'- 8'-4 C0 69 7'-8 8'-6 8'-9 5 8'-6 9'-5 9'-9 C8 69 8'-9 0'-4 0'-8 5 9'-7 '-5 '-8 C6 70 9'-5 0'-6 0' '-4 '-8 '-0 C 74 6'- 7'- 7' '- 7'- 8'- C0 75 7'-5 8'- 8' '- 9'- 9'-5 C8 75 8'-6 0'-0 0' '-4 '- '-5 C6 76 9'- 0'- 0' '- '-4 '-8 Notes:. Maximum unshored spans do not consider web crippling. Required bearing should be determined based on allowable reactions on page 4 or with the Vulcraft Unshored Span Calculator available at The following conditions are required to meet the maximum unshored spans shown: For Normal Weight Concrete: Minimum exterior bearing length of.5 for 0 to 6 gage. Minimum end bearing varies from.5 to.875 for gage, depending on slab thickness. Minimum interior bearing length of for 9 to 6 gage. Minimum interior bearing varies from to 5.65 for 0 and gage, depending on gage and slab thickness. For Lightweight Concrete: Minimum exterior bearing length of.5 for to 6 gage. Minimum interior bearing length of for 9 to 6 gage. Minimum interior bearing varies from to 4.5 for 0 to gage, depending on slab thickness. See page 9 for Reinforced Concrete Slab Allowable Loads for C. AUG 08

33 C CONFORM DECK DIMENSIONS ALLOWABLE UNIFORM LOAD (PSF) TYPE NO. C C0 C8 C6 NO. OF SPANS DESIGN CRITERIA SLAB INFORMATION Total Slab Depth CLEAR SPAN (ft-in.) Theo. Concrete Volume (in.) (Yd /00 ft ) (ft /ft ) / / / *Volumes and weights do not include allowance for deflection Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 4, Defl. = l/ Defl. = l/ Fb = 4, Defl. = l/ Defl. = l/ Fb = 4, Defl. = l/ Defl. = l/ NON-COMPOSITE AUG 08

34 C CONFORM DECK SECTION PROPERTIES Gauge Design Thickness Weight Section Properties Ip I n S p S n (in) (psf) (in 4 /ft) (in 4 /ft) (in /ft) (in /ft) (lbs/ft) (ksi) V a F y NON-COMPOSITE MAXIMUM CONSTRUCTION CLEAR SPANS (S.D.I. CRITERIA) (ft-in.) Total Slab Depth 5 (t=.00) 5.5 (t=.50) 6 (t=.00) 6.5 (t=.50) 7 (t=4.00) 7.5 (t=4.50) 8 (t=5.00) Weight (psf) NW Concrete N=9 45 PCF Weight (psf) LW Concrete N=4 0 PCF SPAN SPAN SPAN SPAN SPAN SPAN C 44 0'-0 0'-9 '- 4 '-0 '-0 '- C0 44 '-8 '-5 '-0 4 '-6 '-8 4'- C8 45 '-7 5'- 4'-9 5 '-6 6'-7 5'-0 C6 46 '-4 5'- 5'-7 6 4'- 6'-8 6'-8 C 50 9'-6 9'- 0'-7 8 0'-7 '-4 '-8 C0 50 '- '- '-4 9 '- '- '-7 C8 5 '- 4'-6 4'-4 9 '- 5'- 5'-4 C6 5 '- 4'-7 5'- 40 '-0 6'-0 6'- C 56 9'- 9'- 0'- 4 0'- 0'- '- C0 56 0'-9 '-5 '-0 4 '-0 '-8 '- C8 57 '- '- 4'-0 44 '-9 5'-4 4'- C6 58 '-7 4'-0 4'-6 45 '-6 5'-6 5'-9 C 6 8'-9 8'-6 9' '-9 0'-5 0'-0 C0 6 0'-4 '-0 '-4 48 '-6 '- '-7 C8 6 '-8 '-5 '-8 49 '-5 4'-0 4'-7 C6 64 '-4 '-6 4'-0 49 '- 4'- 5'-5 C 68 8'-6 7'- 9'-0 5 9'-5 9'-9 0'-6 C0 69 0'-0 0'-8 '-0 5 '- '-0 '- C8 69 '-5 '-0 '-4 5 '- 4'-5 4'- C6 70 '- '- '-6 54 '- 4'-6 5'-0 C 74 8'- 7'-5 8' '- 9'- 0'- C0 75 9'-8 0'- 0' '-0 '-6 '-0 C8 75 '- '-7 '-0 58 '- 4'-0 4'-0 C6 76 '-0 '-8 '- 58 '-8 4'- 4'-6 C 80 7'- 7'-0 8'-0 6 8'- 8'-8 9'-0 C0 8 9'-4 0'-0 0'-4 6 0'-6 '- '-6 C8 8 0'-0 '- '-7 6 '-9 '-7 '-9 C6 8 '-7 '- '-8 6 '-5 '-8 4'- Notes:. Maximum unshored spans do not consider web crippling. Required bearing should be determined based on allowable reactions on page 4 or with the Vulcraft Unshored Span Calculator available at The following conditions are required to meet the maximum unshored spans shown: For Normal Weight Concrete: Minimum exterior bearing length of.5 for 9 to 6 gage. Minimum end bearing varies from.5 to.75 for and 0 gage, depending on slab thickness. Minimum interior bearing length of for 6 gage. Minimum interior bearing varies from to 6.5 for 8 to gage, depending on gage and slab thickness. For Lightweight Concrete: Minimum exterior bearing length of.5 for 0 to 6 gage. Minimum end bearing is.5 to.75 for gage, epending on gage and slab thickness. Minimum interior bearing length of for 8 and 6 gage. Minimum end bearing varies from to 6.5 for to 9 gage, depending on gage and slab thickness. See page 9 for Reinforced Concrete Slab Allowable Loads for C. 4 AUG 08

35 C CONFORM DECK DIMENSIONS ALLOWABLE UNIFORM LOAD (PSF) TYPE NO. C C0 C8 C6 NO. OF SPANS DESIGN CRITERIA CLEAR SPAN (ft-in.) SLAB INFORMATION Total Slab Depth Theo. Concrete Volume (in.) (Yd /00 ft ) (ft /ft ) / / / *Volumes and weights do not include allowance for deflection Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 0, Defl. = l/ Defl. = l/ Fb = 4, Defl. = l/ Defl. = l/ Fb = 4, Defl. = l/ Defl. = l/ Fb = 4, Defl. = l/ Defl. = l/ NON-COMPOSITE AUG 08 5

36 NON-COMPOSITE CONFORM (TYPE C ) SLAB DESIGN UNDRAPED DRAPED NON-COMPOSITE Design Notes for Reinforced Concrete Slabs. Design of concrete slabs in accordance with ACI is the responsibility of the structural engineer of record. Values listed in this catalog are provided as an aid in selecting the appropriate deck and Vulcraft does not assume responsibility for the design of the slab.. Temperature and shrinkage effects in the concrete shall be controlled by methods permitted by ACI 8. The designer shall be permitted to consider only the area of concrete above the deck.. Shoring-Slabs temporarily shored during construction must deduct the weight of the slab from the capacity of the reinforced concrete slab. 4. Finish-Galvanized form deck can be considered a permanent support in most applications. When uncoated or painted deck is used, the weight of the concrete slab shall be deducted from the calculated capacity of the slab. 5. Allowable Slab Loads-These tables are based on an interior three span condition using moment coefficients from ACI 8-4 Section Moment coefficients must be adjusted for end spans, single spans, or double spans. f c =,000 psi f y = 60,000 psi ɸ = 0.90 T = A s f y b = in a = T/0.85 f c b + M = /6W L - M = /W L (L 0 ft.) - M = /0W L (L>0 ft.) + M c = T (d-a/)/ - M c = T (d-na)/ M L = ɸ M c /.6 6. Serviceability-Tabulated values are not evaluated for deflection. Values highlighted in red do not meet the requirements of ACI 8-4 Section 7.. for minimum slab thickness. REINFORCED CONCRETE SLAB TABLE FOOTNOTES:. Design of concrete slabs in accordance with ACI is the responsibility of the structural engineer of record. Values listed in this table are provided as an aid in selecting the appropriate deck and Vulcraft does not assume responsibility for the design of the slab.. Superimposed loads are based upon an three span condition and ACI 8-4 Section 6.5. moment coefficients. Load values for single span or double span conditions are to be reduced.. Deduct weight of slab from table values if deck is not galvanized or if deck is shored during construction. 4. The concrete cover thickness (t) for the table values shown meet the ratio of span/8 per ACI 8-4 Section Reinforcing shall be located at center of topping except in shaded areas which require draped mesh. SLOT VENTS Length = 5/8 (Type 0.6CSV,.0CSV, &.CSV) VENTING NON-COMPOSITE DECK 0.6C,.0C, &.C do not include slot vents in the bottom flute. Check with plant for availability of sidelap vents 0.6CSV,.0CSV, &.CSV are the types of deck that should be specified if slot vents in the bottom flute are required. Check with plant for availability of deck types 6 AUG 08

37 REINFORCED CONCRETE SLAB ALLOWABLE LOADS FOR 0.6C DECK Slab Depth (t=.50).5 (t=.00) (t=.50).5 (t=.00) 4 (t=.50) 4.5 (t=4.00) 5 (t=4.50) Reinforcement Superimposed Uniform Load (psf) -- Span Condition Clear Span (ft-in.) WWF A s x6-W.xW x6-W.9xW x6-W4.0xW x6-W.9xW x6-W4.0xW x4-W.9xW x6-W.9xW x6-W4.0xW x4-W.9xW x6-W4.0xW x4-W.9xW x4-W4.0xW x6-W4.0xW x4-W.9xW x4-W4.0xW x4-W.9xW x4-W4.0xW o.c x4-W4.0xW o.c o.c REINFORCED CONCRETE SLAB ALLOWABLE LOADS FOR.0C DECK Slab Depth.5 (t=.50) (t=.00).5 (t=.5) 4 (t=.00) 4.5 (t=.50) 5 (t=4.00) 5.5 (t=4.50) Reinforcement Superimposed Uniform Load (psf) -- Span Condition Clear Span (ft-in.) WWF A s x6-W.xW x6-W.9xW x6-W4.0xW x6-W.9xW x6-W4.0xW x4-W4.0xW x6-W.9xW x6-W4.0xW x4-W4.0xW x6-W4.0xW x4-W.9xW x4-W4.0xW x6-W4.0xW x4-W.9xW x4-W4.0xW x4-W.9xW x4-W4.0xW " o.c x4-W4.0xW " o.c " o.c See page 6 for table footnotes. NON-COMPOSITE AUG 08 7

38 NON-COMPOSITE REINFORCED CONCRETE SLAB ALLOWABLE LOADS FOR.C DECK Slab Depth. (t=.00).8 (t=.50) 4. (t=.00) 4.8 (t=.50) 5. (t=4.00) 5.8 (t=4.50) 6. (t=5.00) REINFORCED CONCRETE SLAB ALLOWABLE LOADS FOR.5C DECK Slab Depth.5 (t=.00) 4.0 (t=.50) 4.5 (t=.00) 5.0 (t=.50) 5.5 (t=4.00) 6.0 (t=4.50) 6.5 (t=5.00) Reinforcement Reinforcement Superimposed Uniform Load (psf) -- Span Condition Clear Span (ft-in.) WWF A s x6-W.9xW x6-W4.0xW x4-W.9xW x6-W.9xW x6-W4.0xW x4-W.9xW Superimposed Uniform Load (psf) -- Span Condition Clear Span (ft-in.) WWF A s x6-W.9xW x6-W4.0xW x4-W.9xW x6-W.9xW x6-W4.0xW x4-W.9xW x6-W4.0xW x4-W.9xW x4-W4.0xW x6-W4.0xW x4-W.9xW x4-W4.0xW x4-W.9xW x4-W4.0xW " o.c x4-W4.0xW " o.c " o.c x4-W4.0xW " o.c " o.c x6-W4.0xW x4-W.9xW x4-W4.0xW x6-W4.0xW x4-W.9xW x4-W4.0xW x4-W.9xW x4-W4.0xW " o.c x4-W4.0xW " o.c " o.c x4-W4.0xW " o.c " o.c See page 6 for table footnotes. 8 AUG 08

39 REINFORCED CONCRETE SLAB ALLOWABLE LOADS FOR C DECK Slab Depth 4.5 (t=.50) 5.0 (t=.00) 5.5 (t=.50) 6.0 (t=4.00) 6.5 (t=4.50) 7.0 (t=5.00) 7.5 (t=5.50) REINFORCED CONCRETE SLAB ALLOWABLE LOADS FOR C DECK Slab Depth 5.0 (t=.00) 5.5 (t=.50) 6.0 (t=.00) 6.5 (t=.50) 7.0 (t=4.00) 7.5 (t=4.50) 8.0 (t=5.00) Reinforcement Reinforcement Superimposed Uniform Load (psf) -- Span Condition Clear Span (ft-in.) WWF A s x6-W.9xW x6-W4.0xW x4-W.9xW x6-W.9xW x6-W4.0xW x4-W4.0xW Superimposed Uniform Load (psf) -- Span Condition Clear Span (ft-in.) WWF A s x6-W.9xW x6-W4.0xW x4-W.9xW x6-W.9xW x6-W4.0xW x4-W.9xW x6-W4.0xW x4-W.9xW x4-W4.0xW x4-W.9xW x4-W4.0xW " o.c x4-W4.0xW " o.c " o.c x4-W4.0xW " o.c " o.c x4-W4.0xW " o.c " o.c x6-W4.0xW x4-W.9xW x4-W4.0xW x6-W4.0xW x4-W.9xW x4-W4.0xW x4-W.9xW x4-W4.0xW " o.c x4-W4.0xW " o.c " o.c x4-W4.0xW " o.c " o.c See page 6 for table footnotes. NON-COMPOSITE AUG 08 9

40 NON-COMPOSITE DECK FIRE RESISTANCE RATINGS Restrained Assembly Rating Type of Protection Concrete Thickness & Type () U.L. Design No. (,) Type of Form Unrestrained Beam Rating NON-COMPOSITE Hr. / Hr. Hr. Hr. Exposed Grid / NW G C,.0C,.C,.5C,, Hr. Cementitious Sprayed Fiber Exposed Grid / NW&LW G70 0.6C,.0C,.C,.5C,.5,, Hr. G C,.0C,.C,.5C,.5, Hr. /4 NW&LW G70 0.6C,.0C,.C,.5C,.5, Hr. / NW&LW G80 0.6C,.0C,.C,.5C,.5, Hr. /4 NW&LW G80 0.6C,.0C,.C,.5C,.5, Hr. NW G C,.0C,.C,.5C.5,, Hr. / NW G C,.0C,.C,.5C.5, Hr. G C,.0C,.C,.5C.5, Hr. NW G + 0.6C,.0C,.C,.5C.5,, Hr. Gypsum Board NW&LW G C,.0C,.C,.5C Cementitious Sprayed Fiber Exposed Grid Gypsum Board Cementitious Sprayed Fiber Exposed Grid / NW&LW G70 0.6C,.0C,.C,.5C,.5,, Hr. G C,.0C,.C,.5C,.5, Hr. /4 NW&LW G70 0.6C,.0C,.C,.5C,.5, Hr. / NW&LW G80 0.6C,.0C,.C,.5C,.5, Hr. /4 NW&LW G80 0.6C,.0C,.C,.5C,.5, Hr. / NW G C,.0C,.C,.5C Hr. G C,.0C,.C,.5C.5, Hr. G C,.0C,.C,.5C.5,, Hr. G C,.0C,.C,.5C.5, Hr. G C,.0C,.C,.5C,, Hr. NW G + 0.6C,.0C,.C,.5C.5,, Hr. NW G C,.0C,.C,.5C / NW&LW G C,.0C,.C,.5C, Hr. / NW / NW&LW G C,.0C,.C,.5C Hr. G C,.0C,.C,.5C Hr. G70 0.6C,.0C,.C,.5C,.5,, Hr. G C,.0C,.C,.5C,.5, Hr. /4 NW&LW G70 0.6C,.0C,.C,.5C,.5, Hr. / NW&LW G80 0.6C,.0C,.C,.5C,.5, Hr. /4 NW&LW G80 0.6C,.0C,.C,.5C,.5, Hr. /4 NW G C,.0C,.C,.5C.5,, Hr. / NW G + 0.6C,.0C,.C,.5C.5,, Hr. G C,.0C,.C,.5C,, Hr. Gypsum Board /4 NW&LW G C,.0C,.C,.5C Hr. Cementitious /4 NW&LW G70 0.6C,.0C,.C,.5C,.5,, Hr. G C,.0C,.C,.5C,.5, Hr. Sprayed Fiber /4 NW&LW G80 0.6C,.0C,.C,.5C,.5, Hr. Notes:. Concrete thickness is thickness of slab above deck, in.. Refer to the U.L. Fire Resistance Directory for the necessary construction details.. finish shall be galvanized unless noted otherwise. + Denotes deck finish is not critical when used in G0--, G-- & G5-- Series designs. finish shall be galvanized or painted. 40 AUG 08

41 NON-COMPOSITE & COMPOSITE FLOOR DECK CONSTRUCTION LOADING DIAGRAMS PER ANSI/SDI C-0 COMPOSITE NON-COMPOSITE Note: Slab weight used in shoring calculations includes an allowance for deck deflection between supports: psf for NW concrete and psf for LW concrete. AUG 08 4

42 WEB CRIPPLING DESIGN EXAMPLE GIVEN: VLI deck with a total slab depth of 6 / of normal weight concrete has a span of 7-7. The end bearing length available is / and the interior bearing length available is 5. From the construction span tables (excerpt below), VLI with this slab depth can span a 8-9 in the simple span condition, but since gauge bearing length varies, web crippling must be checked. CHECK FOR BEARING DESIGN CONDITION: The following checks are performed in accordance with ANSI/SDI C-0 Standard for Composite Steel Floor -Slabs. (N = 9.5) NORMAL WEIGHT CONCRETE (45 PCF) TOTAL SLAB DEPTH DECK TYPE SDI Max. Unshored Clear Span SPAN SPAN SPAN Superimposed Live Load ( PSF) Clear Span (ft-in.) 7'-0 7'-6 8'-0 8'-6 9'-0 9'-6 0'-0 0'-6 '-0 '-6 '-0 '-6 '-0 '-6 4'-0 VLI 8'-9 8'-6 9' (t=.50) 6 psf VLI0 0'-4 '-0 ' VLI9 '- '-4 ' VLI8 '-8 '-5 ' NON-COMPOSITE VLI6 '-4 '-6 4' Notes:. Maximum unshored spans do not consider web crippling. Required bearing should be determined based on allowable reactions on page 4 or with the Vulcraft Unshored Span Calculator available at The following conditions are required to meet the maximum unshored spans shown: Minimum exterior bearing length of.5 for 9 to 6 gage. Minimum end bearing varies from.5 to.5 for and 0 gage, depending on slab thickness. Minimum interior bearing length of for 6 gage. Minimum interior bearing varies from to 6.5 for 8 to gage, depending on gage and slab thickness. VLI Span: 7.58 ft R a-ext : 49 plf R a-int : 844 plf Single Span W: 65. psf W: 0 psf P: 50 plf P ext = 97 plf <= R a-ext okay COMPOSITE Double Span Triple Span P ext = plf <= R a-ext okay P ext = 5 plf <= R a-ext okay P ext = 4 plf <= R a-ext okay P int = 767 plf <= R a-int okay P int = 807 plf <= R a-int okay P ext = 47 plf <= R a-ext okay P ext = 58 plf <= R a-ext okay P int = 69 plf <= R a-int okay W = W conc + W deck + psf (NW) or psf (LW) P int = 70 plf <= R a-int okay Therefore, the deck is satisfactory for the project details noted above. 4 AUG 08

43 NON-COMPOSITE & COMPOSITE DECK WEB CRIPPLING.5C/.5VLI/.5VLR Gauge Reaction Type Allowable Reaction, (lbs/ft) One Flange Loading Bearing Length (in.) Exterior Interior Exterior Interior Exterior Interior Exterior Interior Exterior Interior C/VLI Gauge C/VLI Gauge Reaction Type Reaction Type Allowable Reaction, (lbs/ft) One Flange Loading Bearing Length (in.) Exterior Interior Exterior Interior Exterior Interior Exterior Interior Exterior Interior Allowable Reaction, (lbs/ft) One Flange Loading Bearing Length (in.) Exterior Interior Exterior Interior Exterior Interior Exterior Interior Exterior Interior NON-COMPOSITE COMPOSITE AUG 08 4

44 COMPOSITE NON-COMPOSITE NON-COMPOSITE & COMPOSITE FLOOR DECK SDI POUR STOP SELECTION TABLE PER ANSI/SDI NC.0 ATTACHMENT NC AND C-0 44 AUG 08

45 NON-COMPOSITE & COMPOSITE DECK DETAILS Hanger Tab Max. Load 60 lbs. per Tab # Wire Minimum COMPOSITE NON-COMPOSITE AUG 08 45

46 .5VL /.5VLI COMPOSITE DECK SECTION PROPERTIES Gauge Design Thickness Weight Section Properties Ip S p I n S n (in.) (psf) (in 4 /ft) (in /ft) (in 4 /ft) (in /ft) (lbs/ft) (ksi) V a F y (N = 9.5) NORMAL WEIGHT CONCRETE (45 PCF) TOTAL SLAB DEPTH DECK TYPE SDI Max. Unshored Clear Span SPAN SPAN SPAN Superimposed Live Load ( PSF) Clear Span (ft-in.) 5'-0 5'-6 6'-0 6'-6 7'-0 7'-6 8'-0 8'-6 9'-0 9'-6 0'-0 0'-6 '-0 '-6 '-0.5VL 6'-4 7'-5 7' (t=.00) psf.5vl0 7'-7 8'-0 9' VL9 8'- 9'-0 0' VL8 8'-7 0'-6 0' VL6 9'-5 0'-5 0' VL 6'-0 7'-0 7' (t=.50) 9 psf.5vl0 7'- 8'-5 8' VL9 7'-8 9'-4 9' VL8 8'- 9'- 0' VL6 9'-0 9'- 0' VL 5'-9 6'-9 6' (t=.00) 45 psf.5vl0 6'-0 8'-0 8' VL9 7'-4 8'- 9' VL8 7'-9 9'-6 9' COMPOSITE 5.00 (t=.50) 5 psf 5.50 (t=4.00) 57 psf 6.00 (t=4.50) 6 psf.5vl6 8'-7 9'-6 9' VL 5'-6 6'-6 6' VL0 6'-7 7'-8 7' VL9 7'- 8'-6 8' VL8 7'-6 9'- 9' VL6 8'- 9'- 9' VL 5'-4 6'- 6' VL0 6'-4 7'-5 7' VL9 6'-0 8'- 8' VL8 7'- 8'-9 9' VL6 7'-0 8'-9 9' VL 5'- 6'-0 6' VL0 6'- 7'- 7' VL9 6'-7 7'- 8' VL8 7'-0 8'-5 8' VL6 7'-7 8'-5 8' Notes:. Maximum unshored spans do not consider web crippling. Required bearing should be determined based on allowable reactions on page 4 or with the Vulcraft Unshored Span Calculator available at The following conditions are required to meet the maximum unshored spans shown: Minimum exterior bearing length of.5 for to 6 gage. Minimum interior bearing length of for to 6 gage.. Always contact Vulcraft when using loads in excess of 00 psf. Such loads often result from concentrated, dynamic or long term load cases for which reductions due to bond breakage, concrete creep etc. should be evaluated.. All fire rated assemblies are subject to an upper live load limit of 50 psf. 46 AUG 08

47 .5VL /.5VLI COMPOSITE DECK DIMENSIONS SLAB INFORMATION Total Slab Depth Theo. Concrete Volume (in.) (Yd /00 ft ) (ft /ft ) Recommended Welded Wire Fabric / x6 - W.4xW x6 - W.4xW.4 4 / x6 - W.4xW.4 4 / x6 - W.4xW x6 - W.xW. 5 / x6 - W.xW. 5 / x6 - W.xW x6 - W.xW. *Volumes and weights do not include allowance for deflection. (N = 4.5) LIGHT WEIGHT CONCRETE (0 PCF) TOTAL SLAB DEPTH DECK TYPE SDI Max. Unshored Clear Span SPAN SPAN SPAN Superimposed Live Load ( PSF) Clear Span (ft-in.) 5'-0 5'-6 6'-0 6'-6 7'-0 7'-6 8'-0 8'-6 9'-0 9'-6 0'-0 0'-6 '-0 '-6 '-0.5VL 6'-0 8'-0 8' (t=.00) 5 psf.5vl0 8'- 9'-8 9' VL9 8'-0 0'-8 ' VL8 9'-4 '-4 ' VL6 0'- '-4 ' VL 6'-6 7'-8 7' (t=.50) 0 psf.5vl0 7'-0 9'- 9' VL9 8'-5 0'- 0' VL8 8'- 0'-0 ' VL6 9'-9 0'-0 ' VL 6'- 7'-4 7' (t=.00) 5 psf.5vl0 7'-6 8'-0 8' VL9 8'- 9'-9 0' VL8 8'-6 0'-5 0' (t=.5) 7 psf 5.00 (t=.5) 9 psf 5.75 (t=4.5) 46 psf.5vl6 9'-4 0'-5 0' VL 6'- 7'- 7' VL0 7'-4 8'-8 8' VL9 7'- 9'-7 9' VL8 8'-4 0'- 0' VL6 9'- 0'- 0' VL 6'-0 7'- 7' VL0 7'- 8'-6 8' VL9 7'-9 9'-5 9' VL8 8'- 0'-0 0' VL6 9'-0 0'-0 0' VL 5'-9 6'-9 6' VL0 6'-0 8'-0 8' VL9 7'-4 8'- 9' VL8 7'-9 9'-6 9' COMPOSITE.5VL6 8'-6 9'-6 9' Notes:. Maximum unshored spans do not consider web crippling. Required bearing should be determined based on allowable reactions on page 4 or with the Vulcraft Unshored Span Calculator available at The following conditions are required to meet the maximum unshored spans shown: Minimum exterior bearing length of.5 for to 6 gage. Minimum interior bearing length of for to 6 gage.. Always contact Vulcraft when using loads in excess of 00 psf. Such loads often result from concentrated, dynamic or long term load cases for which reductions due to bond breakage, concrete creep etc. should be evaluated.. All fire rated assemblies are subject to an upper live load limit of 50 psf. AUG 08 47

48 .5VLR COMPOSITE DECK SECTION PROPERTIES Gauge Design Thickness Weight Section Properties Ip S p I n S n (in.) (psf) (in 4 /ft) (in /ft) (in 4 /ft) (in /ft) (lbs/ft) (ksi) V a F y (N = 9.5) NORMAL WEIGHT CONCRETE (45 PCF) TOTAL SLAB DEPTH DECK TYPE SDI Max. Unshored Clear Span SPAN SPAN SPAN Superimposed Live Load ( PSF) Clear Span (ft-in.) 5'-0 5'-6 6'-0 6'-6 7'-0 7'-6 8'-0 8'-6 9'-0 9'-6 0'-0 0'-6 '-0 '-6 '-0.5VLR 6'-4 7'-4 7' (t=.00) 8 psf.5vlr0 7'-5 8'-5 8' VLR9 8'- 9'- 9' VLR8 8'-5 9'-9 0' VLR6 9'-0 9'- 0' VLR 6'-0 7'-0 7' (t=.50) 44 psf.5vlr0 7'- 8'-0 8' VLR9 7'-8 8'-8 9' VLR8 8'-0 9'-4 9' VLR6 8'-8 9'-6 9' VLR 5'-9 6'-8 6' (t=.00) 50 psf.5vlr0 6'-9 7'-8 7' VLR9 7'-5 8'-4 8' VLR8 7'-9 8'- 9' COMPOSITE 5.00 (t=.50) 56 psf 5.50 (t=4.00) 6 psf 6.00 (t=4.50) 68 psf.5vlr6 8'-4 9'- 9' VLR 5'-7 6'-5 6' VLR0 6'-6 7'-4 7' VLR9 7'- 8'-0 8' VLR8 7'-5 8'-7 8' VLR6 8'-0 8'-9 9' VLR 5'-5 6'- 6' VLR0 6'- 7'- 7' VLR9 6'- 7'-9 8' VLR8 7'- 8'- 8' VLR6 7'-8 8'-5 8' VLR 5'- 6'-0 6' VLR0 6'- 6'-0 7' VLR9 6'-9 7'-5 7' VLR8 7'-0 8'-0 8' VLR6 7'-5 8'- 8' Notes:. Maximum unshored spans do not consider web crippling. Required bearing should be determined based on allowable reactions on page 4 or with the Vulcraft Unshored Span Calculator available at The following conditions are required to meet the maximum unshored spans shown: Minimum exterior bearing length of.5 for to 6 gage. Minimum interior bearing length of for to 6 gage.. Always contact Vulcraft when using loads in excess of 00 psf. Such loads often result from concentrated, dynamic or long term load cases for which reductions due to bond breakage, concrete creep etc. should be evaluated.. All fire rated assemblies are subject to an upper live load limit of 50 psf. 48 AUG 08

49 .5VLR COMPOSITE DECK DIMENSIONS SLAB INFORMATION Total Slab Depth Theo. Concrete Volume (in.) (Yd /00 ft ) (ft /ft ) Recommended Welded Wire Fabric / x6 - W.4xW x6 - W.4xW.4 4 /. 0. 6x6 - W.4xW.4 4 / x6 - W.4xW x6 - W.xW. 5 / x6 - W.xW. 5 / x6 - W.xW x6 - W.xW. *Volumes and weights do not include allowance for deflection. (N = 4.5) LIGHT WEIGHT CONCRETE (0 PCF) TOTAL SLAB DEPTH DECK TYPE SDI Max. Unshored Clear Span SPAN SPAN SPAN Superimposed Live Load ( PSF) Clear Span (ft-in.) 5'-0 5'-6 6'-0 6'-6 7'-0 7'-6 8'-0 8'-6 9'-0 9'-6 0'-0 0'-6 '-0 '-6 '-0.5VLR 6'-0 8'-0 8' (t=.00) 9 psf.5vlr0 8'- 9'- 9' VLR9 8'-0 9'- 0' VLR8 9'- 0'-8 ' VLR6 9'-0 0'-0 ' VLR 6'-7 7'-8 7' (t=.50) 4 psf.5vlr0 7'-9 8'-9 9' VLR9 8'-5 9'-6 9' VLR8 8'-9 0'- 0' VLR6 9'-5 0'-4 0' VLR 6'-4 7'-4 7' (t=.00) 9 psf.5vlr0 7'-5 8'-5 8' VLR9 8'- 9'- 9' VLR8 8'-5 9'-0 0' (t=.5) 4 psf 5.00 (t=.5) 4 psf 5.75 (t=4.5) 50 psf.5vlr6 9'- 9'- 0' VLR 6'- 7'- 7' VLR0 7'-4 8'- 8' VLR9 7'- 9'-0 9' VLR8 8'- 9'-7 9' VLR6 8'- 9'-9 0' VLR 6'- 7'- 7' VLR0 7'- 8'- 8' VLR9 7'-0 8'-0 9' VLR8 8'- 9'-5 9' VLR6 8'-9 9'-7 9' VLR 5'-0 6'-9 6' VLR0 6'-0 7'-9 8' VLR9 7'-6 8'-5 8' VLR8 7'-9 9'-0 9' COMPOSITE.5VLR6 8'-4 9'- 9' Notes:. Maximum unshored spans do not consider web crippling. Required bearing should be determined based on allowable reactions on page 4 or with the Vulcraft Unshored Span Calculator available at The following conditions are required to meet the maximum unshored spans shown: Minimum exterior bearing length of.5 for to 6 gage. Minimum interior bearing length of for to 6 gage.. Always contact Vulcraft when using loads in excess of 00 psf. Such loads often result from concentrated, dynamic or long term load cases for which reductions due to bond breakage, concrete creep etc. should be evaluated.. All fire rated assemblies are subject to an upper live load limit of 50 psf. AUG 08 49

50 VLI COMPOSITE DECK SECTION PROPERTIES Gauge Design Thickness Weight Section Properties Ip S p I n S n (in.) (psf) (in 4 /ft) (in /ft) (in 4 /ft) (in /ft) (lbs/ft) (ksi) V a F y (N = 9.5) NORMAL WEIGHT CONCRETE (45 PCF) TOTAL SLAB DEPTH DECK TYPE SDI Max. Unshored Clear Span SPAN SPAN SPAN Superimposed Live Load ( PSF) Clear Span (ft-in.) 5'-6 6'-0 6'-6 7'-0 7'-6 8'-0 8'-6 9'-0 9'-6 0'-0 0'-6 '-0 '-6 '-0 '-6 VLI 7'-0 9'-0 9' (t=.00) 9 psf VLI0 9'-5 0'-5 0' VLI9 0'- '-7 ' VLI8 0'-6 '-8 ' VLI6 '- '-0 ' VLI 7'-6 8'-7 8' (t=.50) 45 psf VLI0 9'-0 9'- 0' VLI9 9'-8 '- ' VLI8 0'- '- ' VLI6 0'-0 '- ' VLI 7'- 8'- 8' (t=.00) 5 psf VLI0 8'-7 9'-6 9' VLI9 9'- 0'-7 0' VLI8 9'-8 '-6 ' COMPOSITE 5.50 (t=.50) 57 psf 6.00 (t=4.00) 6 psf 6.50 (t=4.50) 69 psf VLI6 0'-5 '-9 ' VLI 6'-0 7'- 8' VLI0 8'- 9'- 9' VLI9 8'- 0'- 0' VLI8 9'-4 '- ' VLI6 0'-0 '- ' VLI 6'-7 7'-7 7' VLI0 7'- 8'-9 9' VLI9 8'-8 9'-0 0' VLI8 9'-0 0'-8 ' VLI6 9'-9 0'-0 ' VLI 6'-5 7'-4 7' VLI0 7'-8 8'-6 8' VLI9 8'-5 9'-6 9' VLI8 8'-9 0'-4 0' VLI6 9'-5 0'-6 0' Notes:. Maximum unshored spans do not consider web crippling. Required bearing should be determined based on allowable reactions on page 4 or with the Vulcraft Unshored Span Calculator available at The following conditions are required to meet the maximum unshored spans shown: Minimum exterior bearing length of.5 for 0 to 6 gage. Minimum end bearing varies from.5 to.75 for gage, depending on slab thickness. Minimum interior bearing length of for 9 to 6 gage. Minimum interior bearing varies from.5 to 5.5 for 0 and gage, depending on gage and slab thickness.. Always contact Vulcraft when using loads in excess of 00 psf. Such loads often result from concentrated, dynamic or long term load cases for which reductions due to bond breakage, concrete creep etc. should be evaluated.. All fire rated assemblies are subject to an upper live load limit of 50 psf. 50 AUG 08

51 VLI COMPOSITE DECK DIMENSIONS SLAB INFORMATION Total Slab Depth Theo. Concrete Volume (in.) (Yd /00 ft ) (ft /ft ) Recommended Welded Wire Fabric x6 - W.4xW.4 4 / x6 - W.4xW x6 - W.4xW.4 5 / x6 - W.4xW.4 5 / x6 - W.xW x6 - W.xW. 6 / x6 - W.xW. 6 / x6 - W.xW. *Volumes and weights do not include allowance for deflection. (N = 4.5) LIGHT WEIGHT CONCRETE (0 PCF) TOTAL SLAB DEPTH 4.00 (t=.00) 0 psf 4.50 (t=.50) 5 psf 5.00 (t=.00) 9 psf 5.5 (t=.5) 4 psf 5.50 (t=.5) 44 psf 6.5 (t=4.5) 5 psf DECK TYPE SDI Max. Unshored Clear Span SPAN SPAN SPAN Superimposed Live Load ( PSF) Clear Span (ft-in.) 6'-0 6'-6 7'-0 7'-6 8'-0 8'-6 9'-0 9'-6 0'-0 0'-6 '-0 '-6 '-0 '-6 '-0 VLI 8'-7 9'-0 0' VLI0 0'-4 '-4 ' VLI9 '-0 '-8 ' VLI8 '-5 '-9 ' VLI6 '- 4'-0 4' VLI 8'- 9'-5 9' VLI0 9'- 0'- ' VLI9 0'-7 '- ' VLI8 '-0 '- ' VLI6 '-8 '-5 ' VLI 7'-0 9'- 9' VLI0 9'-6 0'-5 0' VLI9 0'- '-8 ' VLI8 0'-7 '-8 ' VLI6 '-4 '- ' VLI 7'-9 8'- 9' VLI0 9'- 0'- 0' VLI9 9'- '-5 ' VLI8 0'-5 '-5 ' VLI6 '- '-8 ' VLI 7'-7 8'-9 8' VLI0 9'- 0'- 0' VLI9 9'-9 '- ' VLI8 0'- '- ' VLI6 '-0 '-5 ' VLI 7'- 8'- 8' VLI0 8'-8 9'-7 9' VLI9 9'-4 0'-8 ' VLI8 9'-9 '-7 ' VLI6 0'-6 '-0 ' Notes:. Maximum unshored spans do not consider web crippling. Required bearing should be determined based on allowable reactions on page 4 or with the Vulcraft Unshored Span Calculator available at The following conditions are required to meet the maximum unshored spans shown: Minimum exterior bearing length of.5 for to 6 gage. Minimum interior bearing length of for 0 to 6 gage. Minimum interior bearing varies from.5 to.65 for gage, depending on slab thickness.. Always contact Vulcraft when using loads in excess of 00 psf. Such loads often result from concentrated, dynamic or long term load cases for which reductions due to bond breakage, concrete creep etc. should be evaluated.. All fire rated assemblies are subject to an upper live load limit of 50 psf. COMPOSITE AUG 08 5

52 VLI COMPOSITE DECK SECTION PROPERTIES Gauge Design Thickness Weight Section Properties Ip S p I n S n (in.) (psf) (in 4 /ft) (in /ft) (in 4 /ft) (in /ft) (lbs/ft) (ksi) V a F y (N = 9.5) NORMAL WEIGHT CONCRETE (45 PCF) TOTAL SLAB DEPTH DECK TYPE SDI Max. Unshored Clear Span SPAN SPAN SPAN Superimposed Live Load ( PSF) Clear Span (ft-in.) 7'-0 7'-6 8'-0 8'-6 9'-0 9'-6 0'-0 0'-6 '-0 '-6 '-0 '-6 '-0 '-6 4'-0 VLI 0'-0 0'-9 ' (t=.00) 45 psf VLI0 '-8 '-5 ' VLI9 '- '- 4' VLI8 '-7 5'- 4' VLI6 '-4 5'- 5' VLI 9'-6 9'- 0' (t=.50) 5 psf VLI0 '- '- ' VLI9 '-0 '-4 ' VLI8 '- 4'-6 4' VLI6 '- 4'-7 5' VLI 9'- 9'- 0' (t=.00) 57 psf VLI0 0'-9 '-5 ' VLI9 '-7 '-9 ' VLI8 '- '- 4' COMPOSITE 6.50 (t=.50) 6 psf 7.00 (t=4.00) 69 psf 7.50 (t=4.50) 75 psf VLI6 '-7 4'-0 4' VLI 8'-9 8'-6 9' VLI0 0'-4 '-0 ' VLI9 '- '-4 ' VLI8 '-8 '-5 ' VLI6 '-4 '-6 4' VLI 8'-6 7'- 9' VLI0 0'-0 0'-8 ' VLI9 '-0 '- ' VLI8 '-5 '-0 ' VLI6 '- '- ' VLI 8'- 7'-5 8' VLI0 9'-8 0'- 0' VLI9 0'-8 '-6 ' VLI8 '- '-7 ' VLI6 '-0 '-8 ' Notes:. Maximum unshored spans do not consider web crippling. Required bearing should be determined based on allowable reactions on page 4 or with the Vulcraft Unshored Span Calculator available at The following conditions are required to meet the maximum unshored spans shown: Minimum exterior bearing length of.5 for 9 to 6 gage. Minimum end bearing varies from.5 to.5 for and 0 gage, depending on slab thickness. Minimum interior bearing length of for 6 gage. Minimum interior bearing varies from to 6.5 for 8 to gage, depending on gage and slab thickness.. Always contact Vulcraft when using loads in excess of 00 psf. Such loads often result from concentrated, dynamic or long term load cases for which reductions due to bond breakage, concrete creep etc. should be evaluated.. All fire rated assemblies are subject to an upper live load limit of 50 psf. 5 AUG 08

53 VLI COMPOSITE DECK DIMENSIONS SLAB INFORMATION Total Slab Depth Theo. Concrete Volume (in.) (Yd /00 ft ) (ft /ft ) Recommended Welded Wire Fabric x6 - W.4xW.4 5 /. 0. 6x6 - W.4xW x6 - W.4xW.4 6 / x6 - W.4xW.4 6 / x6 - W.xW x6 - W.xW. 7 / x6 - W.xW. 7 / x6 - W.xW. *Volumes and weights do not include allowance for deflection. (N = 4.5) LIGHT WEIGHT CONCRETE (0 PCF) TOTAL SLAB DEPTH DECK TYPE SDI Max. Unshored Clear Span SPAN SPAN SPAN Superimposed Live Load ( PSF) Clear Span (ft-in.) 8'-0 8'-6 9'-0 9'-6 0'-0 0'-6 '-0 '-6 '-0 '-6 '-0 '-6 4'-0 4'-6 5'-0 VLI '-0 '-0 ' (t=.00) 5 psf VLI0 '-6 '-8 4' VLI9 '- 5'- 5' VLI8 '-6 6'-7 5' VLI6 4'- 6'-8 6' VLI 0'-7 '-4 ' (t=.50) 9 psf VLI0 '- '- ' VLI9 '-8 4'-8 4' VLI8 '- 5'- 5' VLI6 '-0 6'-0 6' VLI 0'- 0'- ' (t=.00) 44 psf VLI0 '-0 '-8 ' VLI9 '-4 4'- 4' VLI8 '-9 5'-4 4' (t=.5) 46 psf 6.50 (t=.5) 48 psf 7.5 (t=4.5) 55 psf VLI6 '-6 5'-6 5' VLI 9'- 0'-8 ' VLI0 '-8 '-5 ' VLI9 '- '-0 4' VLI8 '-7 5'- 4' VLI6 '-4 5'- 5' VLI 9'-9 0'-5 0' VLI0 '-6 '- ' VLI9 '- '-8 4' VLI8 '-5 4'-0 4' VLI6 '- 4'- 5' VLI 9'-4 9'-6 0' VLI0 '-0 '-8 ' VLI9 '-8 '-0 ' VLI8 '- 4'- 4' COMPOSITE VLI6 '-9 4'- 4' Notes:. Maximum unshored spans do not consider web crippling. Required bearing should be determined based on allowable reactions on page 4 or with the Vulcraft Unshored Span Calculator available at The following conditions are required to meet the maximum unshored spans shown: Minimum exterior bearing length of.5 for 0 to 6 gage. Minimum end bearing varies from.5 to.5 for gage, depending on slab thickness. Minimum interior bearing length of for 8 and 6 gage. Minimum end bearing varies from to 6.5 for to 9 gage, depending on gage and slab thickness.. Always contact Vulcraft when using loads in excess of 00 psf. Such loads often result from concentrated, dynamic or long term load cases for which reductions due to bond breakage, concrete creep etc. should be evaluated.. All fire rated assemblies are subject to an upper live load limit of 50 psf. AUG 08 5

54 COMPOSITE DECK FIRE RESISTANCE RATINGS COMPOSITE Restrained Assembly Rating Type of Protection Concrete Thickness & Type () /4 Hr. Unprotected / LW Hr. / Hr. U.L. Design No. (,,4) Classified Type Fluted Cellular (5) Unrestrained Beam Rating D94 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP Hr. D96 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,, Hr. Exposed Grid / NW D6 +.5VL,.5VLI,VLI,VLI VLP, VLP, Hr. Cementitious Sprayed Fiber Unprotected NW&LW D74 * VLI,VLI VLP, VLP,.5,, Hr. / NW&LW D70 *.5VLI,VLI,VLI.5VLP, VLP, VLP.5 Hr. D7 * VLI VLP Hr. D7 * VLI,VLI VLP, VLP,.5, Hr. D79 *.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,,,4 Hr. D759.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,, Hr. NW&LW D859 * VLI,VLI VLP, VLP,.5,, Hr. / NW&LW / LW / NW D8 *.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,, Hr. D847 * VLI,VLI VLP,.5, Hr. D858 * VLI,VLI VLP, VLP,.5,,4 Hr. D87 * VLI,VLI VLP, VLP,.5,, Hr. D90 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D94 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP Hr. D96 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,, Hr. D98 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D99 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D90 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D96 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,, Hr. D98 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D99 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. Gypsum Board / NW D50 *.5VL,.5VLI,VLI,VLI VLP, VLP.5, Hr. Cementitious Sprayed Fiber Unprotected NW&LW D74 * VLI,VLI VLP, VLP,.5,, Hr. / NW&LW D70 *.5VLI,VLI,VLI.5VLP, VLP, VLP.5 Hr. D7 * VLI VLP Hr. D7 * VLI,VLI VLP, VLP,.5, Hr. D79 *.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,,,4 Hr. D759.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,, Hr. NW&LW D859 * VLI,VLI VLP, VLP,.5,, Hr. / NW&LW LW 4 NW D8 *.5VLI,VLI,VLI VLP,.5,, Hr. D847 * VLI,VLI VLP,.5, Hr. D858 * VLI,VLI VLP, VLP,.5,,4 Hr. D87 * VLI,VLI VLP, VLP,.5,, Hr. D90 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D96 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,, Hr. D99 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D90 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D96 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,, Hr. D98 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D99 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. Notes:. Concrete thickness is thickness of slab above deck, in.. Refer to the U.L. Fire Resistance Directory for the necessary construction details.. Cellular deck finish shall be galvanized. 4. Fluted deck finish shall be galvanized unless noted otherwise. + Denotes fluted deck finish is not critical when used in D-- & D5-- Series designs. finish shall be galvanized or phosphatized/painted. * Fluted deck finish is critical for fire resistance. Fluted deck finish shall be galvanized or phosphatized/painted. This paint is a special type of paint and is compatible with the spray-applied fire protection and is U.L. approved for use in the denoted D7-- & D8-- Series designs. # Denotes fluted deck finish is not critical for fire resistance. Fluted deck finish shall be galvanized or phosphatized/painted. 5. Vulcraft cellular deck units are approved by U.L. for use as electrical raceways under U.L Standard AUG 08

55 COMPOSITE DECK FIRE RESISTANCE RATINGS Restrained Assembly Rating Hr. Type of Protection Exposed Grid / NW D6 +.5VL,.5VLI,VLI,VLI VLP, VLP, Hr. Gypsum Board / NW D50 +.5VL,.5VLI,VLI,VLI VLP, VLP.5, Hr. Cementitious Sprayed Fiber Concrete Thickness & Type () NW&LW D74 * VLI,VLI VLP, VLP,.5,, Hr. / LW / NW&LW / NW U.L. Design No. (,,4) Classified Type Fluted Cellular (5) Unrestrained Beam Rating D746 *.5VLI,.5,, Hr. D75 *.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,, Hr. D70 *.5VLI,VLI,VLI.5VLP, VLP, VLP.5 Hr. D7 * VLI VLP Hr. D76 *.5VLI,VLI,VLI VLP, VLP.5, Hr. D7 * VLI,VLI VLP, VLP,.5, Hr. D79 *.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,,,4 Hr. D745 * VLI,VLI,.5,, Hr. D750 *.5VLI,VLI,VLI.5, Hr. D755.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,, Hr. D759.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,, Hr. D760 * VLI,VLI,.5,,,4 Hr. D70 * VLI,VLI VLP, VLP.5, Hr. D74 *.5VLI,VLI,VLI,.5 Hr. NW&LW D859 * VLI,VLI VLP, VLP,.5,, Hr. / NW&LW D8 * VLI,VLI VLP, VLP Hr. D85 *.5VLI,VLI,VLI VLP, VLP,.5, Hr. D8 * VLI,VLI VLP, VLP,.5, Hr. D8 *.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,, Hr. D8 *.5VLI,VLI,VLI VLP, VLP.5 Hr. D847 * VLI,VLI VLP,.5, Hr. D858 * VLI,VLI VLP, VLP,.5,,4 Hr. D86 * VLI,VLI,.5 Hr. D87 * VLI,VLI VLP, VLP,.5,, Hr. / LW D86 * VLI,VLI Hr. / NW D864 * VLI VLP.5 Hr. /4 LW D860 * VLI,VLI,.5, Hr. /4 LW 4 / NW D86 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5, Hr. D840 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D90 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D907 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP, Hr. D9 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP Hr. D96 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,, Hr. D98 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D99 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D90 # VLI,VLI VLP, VLP.5 Hr. D90 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D96 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,, Hr. D98 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D99 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. COMPOSITE See Page 54 for notes. AUG 08 55

56 COMPOSITE DECK FIRE RESISTANCE RATINGS COMPOSITE Restrained Assembly Rating Hr. 4 Hr. See Page 54 for notes. Type of Protection Exposed Grid /4 NW D6 +.5VL,.5VLI,VLI,VLI VLP, VLP, Hr. Cementitious Sprayed Fiber Unprotected Cementitious Sprayed Fiber Concrete Thickness & Type () NW&LW D74 * VLI,VLI VLP, VLP,.5,, Hr. / LW D746 *.5VLI,.5,, Hr. / NW&LW D70 *.5VLI,VLI,VLI.5VLP, VLP, VLP.5 Hr. D708 *.5VLI,VLI,VLI.5VLP, VLP, VLP.5, Hr. D79 *.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,,,4 Hr. D755.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,, Hr. D759.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,, Hr. D760 * VLI,VLI,.5,,,4 Hr. /4 LW D754 *.5VLI,VLI,VLI.5, Hr. /4 NW D74 *.5VLI,VLI,VLI,.5 Hr. NW&LW D859 * VLI,VLI VLP, VLP,.5,, Hr. / NW&LW D86 *.5VLI,VLI,VLI VLP, VLP.5, Hr. D8 * VLI,VLI VLP, VLP,.5, Hr. D8 *.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,, Hr. D8 *.5VLI,VLI,VLI VLP, VLP.5 Hr. D858 VLI,VLI VLP, VLP,.5,,4 Hr. D87 * VLI,VLI VLP, VLP,.5,, Hr. / NW D864 VLI VLP.5 Hr. /4 LW D860 * VLI,VLI,.5, Hr. 4 /6 LW 5 /4 NW / NW&LW D90 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D96 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,, Hr. D98 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D99 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D90 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D96 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,, Hr. D98 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D99 #.5VL,.5VLI,VLI,VLI.5VLP, VLP, VLP,.5 Hr. D760 VLI,VLI,.5,,,4 Hr. D79.5VLI,VLI,VLI.5VLP, VLP, VLP,.5,,,4 Hr. /4 LW D754.5VLI,VLI,VLI.5, Hr. / NW&LW U.L. Design No. (,,4) Classified Type Fluted Cellular (5) Unrestrained Beam Rating D858 VLI,VLI VLP, VLP,.5,,4 Hr. /4 LW D860 VLI,VLI,.5, Hr. 56 AUG 08

57 DIAPHRAGM DESIGN Diaphragm design information for Vulcraft roof and floor decks is based on the Steel Institute Diaphragm Design Manual, Third Edition (DDM0) specified by ANSI/SDI RD.0, NC.0 and C-0 in accordance with 05 IBC Section 0. ROOF DECK Historically, published diaphragm design tables for roof deck have been based on diaphragm shear loads only. These historical tables have not considered the condition of wind uplift in conjunction with diaphragm shear due to wind loads. When support fasteners must resist a significant amount of tension load due to wind uplift, the allowable shear strength of those fasteners is reduced. As net wind uplift increases, allowable diaphragm shear capacity decreases. The effects of uplift are currently included in the diaphragm tables in the Vulcraft catalogs for the PunchLok II System and DoveTail. Vulcraft Diaphragm Calculator: Vulcraft is pleased to introduce the Vulcraft Diaphragm Calculator to assist in the determination of diaphragm capacity and stiffness of decks without fill. The Diaphragm Calculator can determine capacity governed by seismic, wind only, or wind in conjunction with uplift. Access the diaphragm calculator at: Diaphragm Design Resources: Additional diaphragm design information for Vulcraft roof decks is available at including: Vulcraft PunchLok II System Catalogs Vulcraft DoveTail Catalogs Legacy Roof Diaphragm Tables DESIGN EXAMPLE The Vulcraft PunchLok II System is used to illustrate the basic issues involved in the determining roof deck diaphragm capacity and stiffness. See page 0 of this catalog for additional information on the PunchLok II System. Design Criteria: The objective is to select the deck system for the roof of a warehouse building. The roof structure is constructed of steel joists with top chord thicknesses from /8 to /6. The joist spacing is 5-0 o.c. The contractor has requested ½ deep PLB deck attached to the supports with power actuated mechanical fasteners. ASD is the basis of design. The design criteria are as follows: Net Wind Uplift Load = 60 psf Required Diaphragm Strength (Seismic) = 55 plf Required Diaphragm Strength (Wind) = 575 plf (MWFRS) Required Diaphragm Stiffness = 60 k/in Diaphragm Capacity and Stiffness: Start by selecting the appropriate power actuated fastener based on the substrate thickness. Consider Hilti X-HSN 4 fasteners for this example. Based on the selected fastener, use the Vulcraft PunchLok II Roof Catalog for Hilti Support Connections (pg 40) to determine the capacity and stiffness of gage.5plb roof deck. DIAPHRAGM AUG 08 57

58 Check Seismic Capacity Start by checking seismic capacity. Type =.5PLB Span = 5-0 Substrate Thickness = /8 and /6 Selected Fastener = Hilti X-HSN 4 Fastener Substrate Range = /8 and /8 OK Support Fastener Attachment Pattern Number of VSC s required per Span = 6/7 = Allowable Diaphragm Shear Strength = 645 plf > 55 plf OK Check Wind Capacity When checking diaphragms for wind, uplift should also be considered. Note that components and cladding pressure is used for deck and fastener uplift checks (outside the scope of this example). MWFRS pressure is used for diaphragm interaction. In this example, the roof has a significant net wind uplift pressure; therefore shear/tension interaction must be checked. Net Wind Uplift Load = 60 psf Support Fastener Attachment Pattern Number of VSC s required per Span = 6/7 = 4 Allowable Diaphragm Shear Strength = 59 plf > 575 plf OK Check Diaphragm Stiffness Since wind requires more PunchLok II System sidelap connections (VSC s) per span, it will be used to verify that the diaphragm meets the stiffness requirements of the project. Diaphragm Stiffness, G = 6 k/in > 60 k/in OK Summarize Design The following design meets the project design requirements: Type =.5PLB Span = 5-0 Substrate Thickness = /8 and /6 Selected Fastener = Hilti X-HSN 4 Fastener Substrate Range = /8 and /8 OK Support Fastener Attachment Pattern = 6/7 Number of VSC s required per Span = 4 DIAPHRAGM Allowable Seismic Diaphragm Shear Strength Allowable Diaphragm Shear Strength with 60 psf Net Wind Uplift Diaphragm Stiffness, G Please note that the parallel attachments must be designed to complete the diaphragm design. Refer to pg 6 of Vulcraft PunchLok II Roof Catalog = 75 plf > 55 plf OK = 59 plf > 575 plf OK = 6 k/in > 60 k/in OK 58 AUG 08

59 VULCRAFT DIAPHRAGM CALCULATOR The online Vulcraft Diaphragm Calculator allows easy determination of unfilled deck diaphragm strength and stiffness. The calculator is based on the Steel Institute Diaphragm Design Manual, Third Edition (DDM0) specified by ANSI/SDI RD.0, NC.0 and C-0 in accordance with 05 IBC Section 0. The Diaphragm Calculator can be accessed at: Use Vulcraft s Diaphragm Calculator because it: Expands scope of published tables by creating customized diaphragm tables using selected fasteners, patterns, and table ranges. Provides detailed calculations for user defined specific conditions. Allows choice of ASD, LRFD, or LSD design. Includes roof deck as well as non-composite and composite decks without fill. Determines seismic diaphragm strength, wind diaphragm strength in combination with uplift, and diaphragm stiffness. Includes PunchLok II system values for applicable profiles DIAPHRAGM To facilitate the determination of diaphragm performance, the Vulcraft Diaphragm Calculator: Simplifies complex wind uplift / shear interaction calculations. Calculates required number of edge fasteners based on selected attachment patterns. Includes welds, screws and PAF support connections. Includes VSC s (PunchLok system), welds, screws, and button punched sidelap connections. Allows definition of sidelap connections by either quantity/span or by spacing. AUG 08 59