Simpson Strong-Tie Blue Banger Hanger Design
Simpson Strong-Tie Anchoring and Fastening Systems for Concrete and MasonryBlue Banger Hanger Design Information — ConcreteSymbolUnits7Model 51.9541.875––Modification factor for insert tension strength for inserts located in a region of a concretemember where analysis indicates no cracking at service load levelsYc,N–1.251.251.25Nominal tension strength of single insert in tension as governed by steel strengthNsa,insertlb.8,41516,75518,685Nominal seismic tension strength of single insert in tension as governed by steel strengthNsa,insert,eqlb.7,6958,1957,695Nominal steel shear strength of single 0Insert outside diameterEffective embedment depthInsert steel characterizationNominal steel shear strength of single insert for seismic loading1. Concrete must be normal-weight or lightweight concrete with f'c of 3,000 psi minimum.2. Only the largest size of threaded rod specified for each insert must be used forapplications resisting shear loads.3. Design of headed cast-in specialty inserts shall be in accordance with theprovisions of ACI 318 Appendix D for cast-in headed anchors. The value of kcshall be in accordance with the value for cast-in anchors in D.5.2.2.4. Strength reduction factors shall be taken from ACI 318-11 D.4.3 for cast-inheaded anchors.Non-ductile5. Strength reduction factor for load combinations of ACI 318 Section 9.2 governedby steel strength shall be taken as 0.65 for tension and 0.60 for shear.6. The concrete tension strength of headed cast-in specialty inserts shall becalculated in accordance with ACI 318 Appendix D.7. Insert outside diameter outside diameter of plastic sleeve.8. The strengths shown in the table are for inserts only. Design professional isresponsible for checking threaded rod strength in tension, shear and combinedtension and shear, as applicable.*IBCMetal-Deck Insert: Tension and Shear Strength Design Data1,2,3,4,5,6,8C-A-2016 2015 SIMPSON STRONG-TIE COMPANY INC.BBWF6275in.BBMD25500.94Model t steel characterization——Modification factor for insert tension strength for inserts located in a region of a concretemember where analysis indicates no cracking at service load levelsYc,N—1.251.251.25Design InformationSymbolUnitsInsert outside diameter7daEffective embedment depthSDNon-ductileNominal tension strength of single insert in tension as governed by steel strengthNsa,insertlb.10,08516,65514,200Nominal seismic tension strength of single insert in tension as governed by steel strengthNsa,insert,eqlb.7,9207,9207,920Nominal steel shear strength of single insert in the soffit of concreteon metal deck, lower fluteVsa,deck,lowerlb.3,1052,6103,345Nominal steel shear strength of single insert in the soffit of concreteon metal deck, upper fluteVsa,deck,upperlb.3,5001,7105,565Nominal steel shear strength of single insert in the soffit of concreteon metal deck, for seismic loading, lower fluteVsa,deck,lower,eqlb.3,1052,6103,345Nominal steel shear strength of single insert in the soffit of concreteon metal deck, for seismic loading, upper fluteVsa,deck,upper,eqlb.3,5001,7105,5651. Concrete must be normal-weight or lightweight concrete with f'c of 3,000psi minimum.2. Only the largest size of threaded rod specified for each insert must be usedfor applications resisting shear loads.3. Design of headed cast-in specialty inserts shall be in accordance with theprovisions of ACI 318 Appendix D for cast-in headed anchors. The value ofkc shall be in accordance with the value for cast-in anchors in D.5.2.2.4. Strength reduction factors shall be taken from ACI 318-11 D.4.3 for cast-inheaded anchors.5. Strength reduction factor for load combinations of ACI 318 Section 9.2governed by steel strength shall be taken as 0.65 for tension and 0.60 forshear.6. The concrete tension strength of headed cast-in specialty inserts inthe sofit of concrete on metal deck assemblies shall be calculated inaccordance with ACI 318 Appendix D and Figure 1.7. Insert outside diameter outside diameter of plastic sleeve.8. The strengths shown in the table are for inserts only. Design professionalis responsible for checking threaded rod strength in tension, shear andcombined tension and shear, and the influence of bending on tensionvalues when loaded in shear, as applicable.* See page 12 for an explanation of the load table icons.Mechanical AnchorsDesign Information*IBCWood-Form Insert: Tension and Shear Strength Design Data1,2,3,4,5,6,8AN coAN cAN cAN coMetal deckN cbc a,minBBMD InsertN cbThreaded rodFigure 1.Idealization of concrete on deck; determination ofconcrete breakout strength in accordance with ACI 318.217
Simpson Strong-Tie Anchoring and Fastening Systems for Concrete and MasonryBlue Banger Hanger Design Information — ConcreteMin.Critical MinimumThreaded NominalConcreteEdgeEdgeEmbed.Model No. Rod Dia. Depth Thickness Distance 50BBWF627522431222431 9 16224318Tension Design Strength Based on Concrete (lb.)Edge Distances cmin on one side and cacEdge Distances cac on all sideson three sidesSDC A-B5SDC C-F6,7SDC A-B5SDC C-F6,7Uncracked Cracked Uncracked Cracked Uncracked Cracked Uncracked 52,2151,7702,0401,6301,5301,225Tension Design Strength of Threaded Rod Steel (lb.)Threaded RodDia.(in.)48284ASTMF1554GR 36ASTMF1554GR 55ASTMF1554GR 3,3106,0709,66014,2801. Tension design strengh must be the lesser of the concrete or threaded rod strength.2. Tension design strengths are based on the strength design provisions of ACI 318-11 Appendix D.3. Tabulated values are for a single anchor with no influence of another anchor.4. Strength reduction factor, φ, is based on using a load combination from ACI 318-11 Section 9.2.5. The tension design strength listed for SDC (Seismic Design Category) A-B may also be used in SDC C-F when the tension component of the strength-levelseismic design load on the anchor does not exceed 20% of the total factored tension load on the anchor associated with the same load combination.6. When designing anchorages in SDC C-F, the designer shall consider the ductility requirements of ACI 318-11 Section D.3.3.7. Tension design strengths in SDC C-F have been adjusted by 0.75 factor in accordance with ACI 318-11 Section D.3.3.4.4.Wood-Form Insert: Allowable Tension Loads inNormal-Weight Concrete (f'c 3,000 psi) — Static LoadModel No.BBWF2550BBWF3762BBWF6275Min. ConcreteThreadedNominalThicknessRod Dia. Embed. Depthhmin(in.)(in.)(in.)48282884*IBCCritical Edge Minimum EdgeDistance cac Distance cmin(in.)(in.)Allowable Tension Load Based on Concrete (lb.)Edge Distances cac on allEdge Distances cmin on onesidesside and cac on three 6901,3951,11522431 9 lowable Tension Load of Threaded Rod Steel (lb.)Threaded RodDia.(in.)ASTMF1554GR 36ASTMF1554GR 55ASTMF1554GR 001. Allowable tension load must be the lesser of the concrete or threaded rod steel load.2. Allowable tension loads are calculated based on the strength design provision of ACI 318-11 Appendix D using a conversion factor of α 1.4.The conversion factor α is based on the load combination 1.2D 1.6L assuming 50% dead load and 50% live load: 1.2(0.5) 1.6(0.5) 1.4.3. Tabulated values are for a single anchor with no influence of another anchor.* See page 12 for an explanation of the load table icons.218ASTMA193B8/B8MC-A-2016 2015 SIMPSON STRONG-TIE COMPANY INC.Mechanical AnchorsBBWF376248282884*IBCWood-Form Insert: Tension Design Strengths in Normal-Weight Concrete (f'c 3,000 psi)
Simpson Strong-Tie Anchoring and Fastening Systems for Concrete and MasonryBlue Banger Hanger Design Information — ConcreteWood-Form Insert: Allowable Tension Loads in Normal-Weight Concrete (f'c 3,000 psi) —Wind LoadBBWF2550BBWF3762BBWF6275Threaded RodNominalMin. ConcreteDia.Embed. Depth Thickness hmin(in.)(in.)(in.)48282884Critical EdgeDistance cac(in.)Minimum EdgeDistance cmin(in.)Allowable Tension Load Based on Concrete (lb.)Edge Distances Edge Distances cmin on onecac on all sidesside and cac on three 4201,17093522431 9 ical AnchorsModel No.*IBCAllowable Tension Load of Threaded Rod Steel (lb.)Threaded RodDia.(in.)ASTMF1554GR 36ASTMF1554GR 55ASTMF1554GR 18,7908,5701. Allowable tension load must be the lesser of the concrete or threaded rod steel load.2. Allowable tension loads are calculated based on the strength design provision of ACI 318-11 Appendix D using a conversion factorof α 1 0.6 1.67. The conversion factor α is based on the load combination assuming 100% wind load.3. Tabulated values are for a single anchor with no influence of another anchor.C-A-2016 2015 SIMPSON STRONG-TIE COMPANY INC.Wood-Form Insert: Allowable Tension Loads in Normal-Weight Concrete (f'c 3,000 psi) —Seismic Load*IBCAllowable Tension Load Based on Concrete (lb.)Min.Critical MinimumEdge Distances cmin on one side and cac onThreaded NominalConcreteEdgeEdgeEdgeDistances cac on all sidesthree sidesModel No. Rod Dia. DCA-BSDCC-FSDCA-BSDC C-F5,6minacmin(in.)(in.)(in.)(in.)Uncracked Cracked Uncracked Cracked Uncracked Cracked Uncracked 1601,0858702241 9 2324184Allowable Tension Load of Threaded Rod Steel (lb.)ThreadedRod Dia.(in.)ASTMF1554GR 36ASTMF1554GR 55ASTMF1554GR ,29021,9209,9951. Allowable tension load must be the lesser of the concrete or threaded rod steel load.2. Allowable tension loads are calculated based on the strength design provision of ACI 318-11 Appendix D using a conversion factor of α 1 0.7 1.43.The conversion factor α is based on the load combination assuming 100% seismic load.3. Tabulated values are for a single anchor with no influence of another anchor.4. The allowable tension load listed for SDC (Seismic Design Category) A-B may also be used in SDC C-F when the tension component of the strength-levelseismic design load on the anchor does not exceed 20% of the total factored tension load on the anchor associated with the same load combination.5. When designing anchorages in SDC C-F, the designer shall consider the ductility requirements of ACI 318-11 Section D.3.3.6. Tension design strengths in SDC C-F have been adjusted by 0.75 factor in accordance with ACI 318-11 Section D.3.3.4.4.* See page 12 for an explanation of the load table icons.219
Simpson Strong-Tie Anchoring and Fastening Systems for Concrete and MasonryBlue Banger Hanger Design Information — ConcreteMetal-Deck Insert: Tension Design Strength in Soffit of Normal-Weight or Sand-LightweightConcrete-Filled Profile Steel Deck Assemblies (f'c 3,000 psi)Model No.BBMD2550BBMD3762Mechanical AnchorsBBMD6275ThreadedRod Dia.(in.)*IBCTension Design Strength Based on Concrete (lb.)NominalMinimumLower FluteUpper FluteEmbed. End DistanceDepthcminSDC A-B5SDC C-F6,7SDC A-B5SDC ,8102,2502,1101,685Tension Design Strength of Threaded Rod Steel (lb.)ThreadedRod Dia.(in.)ASTMF1554GR 36ASTMF1554GR 55ASTMF1554GR ,03030,06027,55531,31514,2801. Tension design strengh must be the lesser of the concrete or threaded rod strength.2. Tension design strengths are based on the strength design provisions of ACI 318-11 Appendix D.3. Tabulated values are for a single anchor with no influence of another anchor.4. Strength reduction factor, φ, is based on using a load combination from ACI 318-11 Section 9.2.5. The tension design strength listed for SDC (Seismic Design Category) A-B may also be used in SDC C-F when the tension component of the strength-levelseismic design load on the anchor does not exceed 20% of the total factored tension load on the anchor associated with the same load combination.6. When designing anchorages in SDC C-F, the designer shall consider the ductility requirements of ACI 318-11 Section D.3.3.7. Tension design strengths in SDC C-F have been adjusted by 0.75 factor in accordance with ACI 318-11 Section D.3.3.4.4.8. Installation must comply with Figure 1 on page 223.Model No.BBMD2550BBMD3762BBMD6275Threaded RodDia.(in.)48282884Nominal Embed.Depth(in.)Minimum EndDistance cmin(in.)2IBC *Allowable Tension Load Based on Concrete (lb.)Lower FluteUpper 1,605Allowable Tension Load of Threaded Rod Steel (lb.)Threaded RodDia. (in.)ASTMF1554GR 36ASTMF1554GR 55ASTMF1554GR 4,3356,90010,2001. Allowable tension load must be the lesser of the concrete or threaded rod steel load.2. Allowable tension loads are calculated based on the strength design provision of ACI 318-11 Appendix D using a conversion factor of α 1.4. Theconversion factor α is based on the load combination 1.2D 1.6L assuming 50% dead load and 50% live load: 1.2(0.5) 1.6(0.5) 1.4.3. Tabulated values are for a single anchor with no influence of another anchor.4. Installation must comply with Figure 1 on page 223.* See page 12 for an explanation of the load table icons.220C-A-2016 2015 SIMPSON STRONG-TIE COMPANY INC.Metal-Deck Insert: Allowable Tension Loads in Soffit of Normal-Weight or Sand-LightweightConcrete-Filled Profile Steel Deck Assemblies (f'c 3,000 psi) — Static Load
Simpson Strong-Tie Anchoring and Fastening Systems for Concrete and MasonryBlue Banger Hanger Design Information — ConcreteMetal-Deck Insert: Allowable Tension Loads in Soffit of Normal-Weight or Sand-LightweightConcrete-Filled Profile Steel Deck Assemblies (f'c 3,000 psi) — Wind LoadBBMD2550BBMD3762BBMD627548282884Minimum EndDistance cmin(in.)Allowable Tension Load Based on Concrete (lb.)Lower FluteIBC *Upper Mechanical AnchorsModel No.Threaded RodNominalDia.Embed. Depth(in.)(in.)Allowable Tension Load of Threaded Rod Steel (lb.)Threaded RodDia. (in.)ASTMF1554GR 36ASTMF1554GR 55ASTMF1554GR 05,7958,5701. Allowable tension load must be the lesser of the concrete or threaded rod steel load.2. Allowable tension loads are calculated based on the strength design provision of ACI 318-11 Appendix D using a conversion factorof α 1 0.6 1.67. The conversion factor α is based on the load combination assuming 100% wind load.3. Tabulated values are for a single anchor with no influence of another anchor.4. Installation must comply with Figure 1 on page 223.Metal-Deck Insert: Allowable Tension Loads in Soffit of Normal-Weight or Sand-LightweightConcrete-Filled Profile Steel Deck Assemblies (f'c 3,000 psi) — Seismic LoadC-A-2016 2015 SIMPSON STRONG-TIE COMPANY INC.Model No.BBMD2550BBMD3762BBMD6275Threaded NominalMinimum EndRod Dia. Embed.Distance cminDepth(in.)(in.)(in.)48282884*IBCAllowable Tension Load Based on Concrete (lb.)Lower FluteUpper FluteSDC A-B4SDC C-F5,6SDC A-B4SDC le Tension Load of Threaded Rod Steel (lb.)Threaded RodDia. (in.)ASTMF1554GR 36ASTMF1554GR 55ASTMF1554GR 4,2506,7609,9951. Allowable tension load must be the lesser of the concrete or threaded rod steel load.2. Allowable tension loads are calculated based on the strength design provision of ACI 318-11 Appendix D using a conversion factor of α 1 0.7 1.43.The conversion factor α is based on the load combination assuming 100% seismic load.3. Tabulated values are for a single anchor with no influence of another anchor.4. The allowable tension load listed for SDC (Seismic Design Category) A-B may also be used in SDC C-F when the tension component of the strength-levelseismic design load on the anchor does not exceed 20% of the total factored tension load on the anchor associated with the same load combination.5. When designing anchorages in SDC C-F, the designer shall consider the ductility requirements of ACI 318-11 Section D.3.3.6. Tension design strengths in SDC C-F have been adjusted by 0.75 factor in accordance with ACI 318-11 Section D.3.3.4.4.7. Installation must comply with Figure 1 on page 223.* See page 12 for an explanation of the load table icons.221
Simpson Strong-Tie Anchoring and Fastening Systems for Concrete and MasonryBlue Banger Hanger Design Information — ConcreteModelNo.Min. Edge Min.Threaded Embed.Dist.SpacingRod Dia. Depthin.in.in.in.(mm)(mm)(mm)*IBCWood-Form Insert: Allowable Tension Loads in Normal-Weight or Sand-Lightweight ConcreteTension Load Based on ConcreteStrength(Normal Weight)Tension LoadBased on RodStrength(Normal Weight)Tension Load Based on ConcreteStrength(Sand-Lightweight)Tension LoadBased on RodStrength (SandLightweight)f'c 3,000 psi (20.7 MPa)F1554 Grade 36f'c 3,000 psi (20.7 MPa)F1554 Grade 36Ultimate lb. (kN) Allowable lb. (kN) Allowable lb. (kN) Ultimate lb. (kN) Allowable lb. (kN) Allowable lb. 6.7)5,875(26.1)5,875(26.1)8,460(37.6)4Mechanical (26.1)8,460(37.6)—4,400(19.6)Min. Edge Min.Threaded Embed.Dist.SpacingRod Dia. Depthin.in.in.in.(mm)(mm)(mm)*IBCWood-Form Insert: Allowable Shear Loads in Normal-Weight or Sand-Lightweight ConcreteModelNo.940(4.2)2,105(9.4)3,750(16.7)Shear Load Based on ConcreteStrength(Normal Weight)Shear Load Basedon Rod Strength(Normal Weight)Shear Load Based on ConcreteStrength(Sand-Lightweight)Tension LoadBased on RodStrength (SandLightweight)f'c 3,000 psi (20.7 MPa)F1554 Grade 36f'c 3,000 psi (20.7 MPa)F1554 Grade 4)1. Allowable load must be the lesser of the concrete or steel strength.2. The allowable loads based on concrete strength are based on a factor of safety of 4.0.3. Allowable loads may not be increased for short-term loading due to wind or seismic forces.4. Mechanical and plumbing design codes may prescribe lower allowable loads. Verify with local codes.5. Minimum concrete slab thickness 2x embedment depth.Metal-Deck Insert: Allowable Tension Loads in Normal-Weight orSand-Lightweight Concrete over Metal DeckModel No.Drill 51)7½(191)2(51)2(51)Threaded Embed.RodDepthDia.in.in.(mm)Tension Load Based on ConcreteStrength (Install in High Flute)f'c 3,000 psi (20.7 MPa)Tension Load Based on ConcreteStrength (Install in Low Flute)f'c 3,000 psi (20.7 MPa)Ultimate lb. (kN)Allowable lb. (kN)Ultimate lb. (kN)Allowable lb. 15.3)860(3.8)4BBMD255013 16 – 8828BBMD3762 1 8 – 1 8288BBMD6275 1 3 16 – 1 84See notes under “Metal-Deck Insert: Shear Loads” on page 223.* See page 12 for an explanation of the load table icons.222*IBCTension Load Basedon Rod StrengthF1554 Grade 36Allowable lb. 6.7)5,875(26.1)5,875(26.1)8,460(37.6)C-A-2016 2015 SIMPSON STRONG-TIE COMPANY INC.Ultimate lb. (kN) Allowable lb. (kN) Allowable lb. (kN) Ultimate lb. (kN) Allowable lb. (kN) Allowable lb. (kN)
Simpson Strong-Tie Anchoring and Fastening Systems for Concrete and MasonryBlue Banger Hanger Design Information — Concrete and Deck*Metal-Deck Insert: Allowable Shear Loads in Normal-Weight or Sand-Lightweight Concrete over Metal Deck IBCBBMD2550Threaded Embed.RodDepthDia.in.in.(mm)13 16 - 82BBMD3762 1 8 - 1 88BBMD6275 1 3 16 - 1 ar Load Based on Concrete Strength Shear Load Based on Concrete Strength Shear Load Based on(Install in High Flute)(Install in Low Flute)Rod Strengthf'c 3,000 psi (20.7 MPa)F1554 Grade 36f'c 3,000 psi (20.7 MPa)Ultimate lb. (kN)Allowable lb. (kN)Ultimate lb. (kN)Allowable lb. (kN)Allowable lb. 360(19.4)1. Allowable load must be the lesser of the concrete or rod strength.2. The allowable loads based on concrete strength are based on a factor ofsafety of 4.0.3. Allowable loads may not be increased for short-term loading due to windor seismic forces.4. Anchors may be installed off-center in the flute, up to 1" from the edge of flute.5. Shear loads shall be applied flush with metal deck surface.6. Deck shall be 20-gauge minimum.7. Mechanical and plumbing design codes may prescribe lower allowable loads.Verify with local codes.8. Installation must comply with Figure 1.31 4"Mechanical AnchorsModel No.Drill BitDia.in.See table3"METALDECK20 GA. MIN.41 2"MIN.1" MIN.71 2"MIN.Figure 1.Typical metal deck insert installation in concrete over metal deckFigure 2.Typical roof deck insert installation in metal deckIBCRoof-Deck Insert: Allowable Tension Loads in Metal DeckDrill Bit Dia.in.Model No.Threaded Rod Dia in.Allowable Tension Based on Deck StrengthLoad lb. (kN)1 ½" Deck3" Deck150(0.7)300(1.3)Allowable Tension LoadBased on Rod Strengthlb. (kN)F1554 Grade 36940(4.2)2,105(9.4)3,750(16.7)C-A-2016 2015 SIMPSON STRONG-TIE COMPANY INC.4BBRD255013 16 – 8821. The allowable loads are based on a factor of safety of 4.0.2. Allowable loads may not be increased for short-termloading due to wind or seismic forces.3. Acceptability of deck deflection due to imposed loadsmust be investigated separately.Wood-Form Insert: Factory Mutual andUnderwriters Laboratories Pipe Size LimitsModelNo.BBWF2550BBWF3762RodDia.in.FMMax. NominalPipe Sizein.ULMax. NominalPipe Sizein.4N/L48442888442888N/L84. Threaded rod strength must be investigated separately.5. Anchors may be installed in the top or bottom flute of themetal deck.6. Deck shall be 20-gauge minimum.7. See Figure 2 for typical installation.Metal-Deck Insert:Factory Mutual and Underwriters Laboratories Pipe Size LimitsModelNo.BBMD2550BBMD37628BBWF62754N/L1. N/L Not listed for this pipe size.*BBMD6275FM Max. Nominal Pipe SizeUL Max. Nominal Pipe SizeInstall inHigh Flutein.Install inLow Flutein.Install inHigh Flutein.Install inLow 812N/L12N/L412N/L12N/LRodDia.in.1. N/L Not listed for this pipe size.* See page 12 for an explanation of the load table icons.223
C-A-2016 2015 SIMPSON STRONG-TIE COMPANY INC. 217 Mechanical Anchors Simpson Strong-Tie Anchoring and Fastening Systems for Concrete and Masonry Blue Banger Hanger Design Information — Concrete Metal-Deck Insert: Tension and Shear Strength
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Added Simpson Strong Tie, LBV Hangars for TJI 230 x 9 1/2” Added Simpson Strong Tie, LBV Hangars for TJI 230 x 9 1/2” double joists Added Simpson Strong Tie, LBV Hangars for Microlam LVL 1 3/4” x 7 1/4” Added Simpson Strong Tie, LBV Hangars for Microlam LVL 1 3/4” x 9 1/2” Division 06 - Woods 06 05 23 - Shear Wall connectors Added .
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C-A-2016 2015 SIMPSON STRONG-TIE COMPANY INC. 146 Mechanical Anchors SD Simpson Strong-Tie Anchoring and Fastening Systems for Concrete and Masonry Strong-Bolt 2 Design Information — Concrete Carbon Steel Strong-Bolt 2 Installation Information1 Characteristic Symbol Units Nominal Anchor Diameter, da (in.) 4 4 85 25 8 5 4 5 1 .
Simpson Strong-Tie Anchoring and Fastening Systems for Concrete and Masonry C-SAS-2012 2012 Simpson Strong-Tie Company Inc. 202 Gas and Powder-Actuated Fastening Systems Length (in.) Model Pack Qty. Carton Qty. Compatible Tools Simpson Strong-Tie Others 1 PINW-100 50 500 PTP-27L PT-27 2 PT-22P PT-22 PDPWL-125SS PT-22GS PINW PT-22H 721, D-60 .
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