Drop-In Internally Threaded Anchor (DIAB) Mechanical Anchors. Key features. Material: Carbon steel. Coating: Zinc plated

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Drop-In Internally Threaded Anchor (DIAB) Expansion shell anchors for use in solid base materials Simpson Strong-Tie introduces a new, redesigned Drop-In Anchor (DIAB) that provides easier

These displacement-controlled expansion anchors are easily set by driving the plug toward the bottom of the anchor using either the hand- or power-setting tools.

Use a Simpson Strong-Tie fixed-depth stop bit to take the guesswork out of drilling to the correct depth.

1 Drop-In Internally Threaded Anchor (DIAB) Expansion shell anchors for use in solid base materials Simpson Strong-Tie introduces a new, redesigned Drop-In Anchor (DIAB) that provides easier installation into base materials. Improved geometry in the preassembled expansion plug improves setting capability so the anchor installs with 0% fewer hammer strikes than previous versions. These displacement-controlled expansion anchors are easily set by driving the plug toward the bottom of the anchor using either the hand- or power-setting tools. DIAB anchors feature a positive-set marking indicator at the top of the anchor helping you see more clearly when proper installation has taken place. Use a Simpson Strong-Tie fixed-depth stop bit to take the guesswork out of drilling to the correct depth. The fluted design of the tip draws debris away from the hole during drilling, allowing for a cleaner installation. Key features New design offers easier installation then previous drop-in anchor design sets with 0% fewer hammer hits Positive-set marking system indicates when anchor is properly set Lipped drop-in version available for flush installation Hand- and power-setting tools available for fast, easy and economical installation Fixed-depth stop bit helps you drill to the correct depth every time Anchor being set with hand setting tool. Material: Carbon steel Coating: Zinc plated Anchor being set with SDS setting tool. Drop-In Lipped Drop-In Positive set indicator.

2 Drop-In Internally Threaded Anchor (DIAB) Drop-In Anchor Drill Bit Bolt Body Thread Quantity Threads (per ) Box Carton DIAB DIAB DIAB DIAB DIAB Drop-In Lipped Drop-In Anchor Drill Bit Bolt Threads (per ) Body Drop-In Anchor Hand Setting Tool Thread Box For Use With Box Quantity DIABST5 DIAB5, DIABL5 10 DIABST37 DIAB37, DIABL37 10 DIABST50 DIAB50, DIABL50 10 DIABST DIAB 5 DIABST75 DIAB Setting tools sold separately, Tools may be ordered by the piece. Quantity Carton DIABL DIABL DIABL Lipped Drop-In Hand Setting Tool Drop-In Anchor Power Setting Tool For Use With Box Quantity DIABST5-SDS DIAB5, DIABL5 10 DIABST37-SDS DIAB37, DIABL37 10 DIABST50-SDS DIAB50, DIABL50 10 Fixed- Drill Bits No Drill Bit Diameter Drill () For Use With MDPL037DIA 11 1 DIAB5, DIABL5 MDPL050DIA DIAB37, DIABL37 MDPL0DIA 1 1 DIAB50, DIABL50 Power Setting Tool Fixed- Drill Bit 5

3 Drop-In Internally Threaded Anchor (DIAB) DIAB Manual Installation Caution: Oversized holes will reduce the anchors load capacity 1. Drill a hole in the base material using the appropriate diameter carbide drill bit or fixed depth bit as specified in the table. Drill the hole to the specified embedment. For fixed depth bits drill the hole until the shoulder of the bit contacts the surface of the base material. Then blow the hole clean of dust and debris using compressed air. Overhead installations need not be blown clean.. Insert the anchor into the hole. Tap with hammer until flush against the surface. 3. Using the designated Drop-In setting tool, drive expander plug towards the bottom of the anchor until the shoulder of the setting tool makes contact with the top of the anchor. When properly set indentations will be visible on the top of the anchor indicating full expansion.. Insert bolt or threaded rod. Minimum thread engagement should be equal to the nominal diameter of the threaded insert.!! DIAB SDS Installation Caution: Oversized holes will reduce the anchors load capacity 1. Drill a hole in the base material using the appropriate diameter carbide drill bit or fixed depth drill bit as specified in the table. Drill the hole to the specified embedment. For fixed depth bits drill the hole until the shoulder of the bit contacts the surface of the base material. Then blow the hole clean of dust and debris using compressed air. Overhead installations need not be blown clean.. Insert the anchor into the hole. Tap with hammer until flush against the surface. 3. Attach SDS Drop-In setting tool a drill. Drive expander plug towards the bottom of the anchor using only hammer mode until the shoulder of the setting tool makes contact with the top of the anchor. When properly set indentations will be visible on the top of the anchor indicating full expansion.. Insert bolt or threaded rod. Minimum thread engagement should be equal to the nominal diameter of the threaded insert.!!

4 Drop-In (DIAB) Design Information Concrete DIAB Tension and Shear Loads in Normal-Weight Concrete DIAB5 DIABL5 DIAB37 DIABL37 DIAB50 DIABL50 DIAB DIAB75 (.) (9.5) (1.7) (15.9) (19.1) Drill Bit 1 Embed 1 (5) 1 9/1 (0) (51) () 3 (79) Dist. 3 (7) (11) (15) 7 (191) 9 (9) (10) (15) (03) 10 (5) 1 (31) f' c,500 psi (17. MPa) f' c,000 psi (7. MPa) Tension Load Shear Load Tension Load Shear Load 1,55 (7.0),950 (13.1) 5,190 (3.1) 7,010 (31.) 9,5 (.) 390 (1.7) 70 (3.3) 1,300 (5.) 1,755 (7.),370 (10.5) 1. The allowable loads listed are based on a safety factor of.0.. Refer to allowable load-adjustment factors for edge distance and spacing on page. 3. loads may be linearly interpolated between concrete strength listed.. The minimum concrete thickness is 1 times the embedment depth. 5. loads may not be increased for short-term loading due to wind or seismic forces. DIAB Tension and Shear Loads in Soffit of Sand-Lightweight Concrete over Metal Deck DIAB37 DIABL37 DIAB50 DIABL50 (9.5) (1.7) Drill Bit Embed 1 9/1 (0) (51) End Dist. (11) (15) (15) (03),95 (1.9),100 (1.) 1. The allowable loads listed are based on a safety factor of.0.. loads may not be increased for short-term loading due to wind or seismic forces. 3. Refer to allowable load-adjustment factors for edge distance and spacing on page.. Anchors were installed in the center of the bottom flute of the steel deck. 5. Metal deck must be minimum 0-gauge thick with minimum yield strength of 33 ksi.. end distance is defined as the distance from end of the slab in the direction of the flute. 1 " 3" M 00-gauge Gauge Steel steel Deck deck Drop-in Drop-In Anchor Upper Flute M " 1 " 1 " 7 " 1 " 1,0 (.),775 (1.),70 (30.1) 1,190 (5.) 15,90 (71.0) Tension Load 0 (.0) 1,195 (5.3) 1,90 (7.5) 3,050 (13.) 3,990 (17.7) 1,95 (.7) 3,910 (17.),515 (9.0) 9,00 (0.3) 11,0 (51.9) f' c 3,000. psi (0.7 MPa) 75 (3.) 1,05 (.) 90 (.) 90 (.) 1,30 (7.3),5 (10.1),915 (13.0) 3,530 (15.7),5 (0.) 1,0 (.),775 (1.),70 (30.1) 1,190 (5.) 15,90 (71.0) Shear Load 5 (3.9) 1,170 (5.) 0 (.0) 1,195 (5.3) 1,90 (7.5) 3,050 (13.) 3,990 (17.7) Lightweight Concrete over Metal Deck See page 1 for an explanation of the load table icons. 7

5 Drop-In (DIAB) Design Information Concrete Load-Adjustment Factors for Drop-In Anchor (DIAB) in Normal-Weight Concrete and Sand-Lightweight Concrete over Metal Deck: Distance and, Tension and Shear Loads How to use these charts: 1. The following tables are for reduced edge distance and spacing.. Locate the anchor size to be used for either a tension and/or a shear load application. 3. Locate the edge distance (c act ) or spacing (s act ) at which the anchor is to be installed. Distance Tension (f c ) Distance Shear (f c ) Dist. c cr Dist. c cr c act c min c act c min fcmin fcmin c act = actual edge distance at which anchor is installed (inches).. c cr = critical edge distance for 100% load (inches). 3. c min = minimum edge distance for reduced load (inches).. f c = adjustment factor for allowable load at actual edge distance. 5. f ccr = adjustment factor for allowable load at critical edge distance. f ccr is always = f cmin = adjustment factor for allowable load at minimum edge distance. 7. f c = f cmin + [(1 f cmin ) (c act c min ) / (c cr c min )]. 1. c act = actual edge distance at which anchor is installed (inches).. c cr = critical edge distance for 100% load (inches). 3. c min = minimum edge distance for reduced load (inches).. f c = adjustment factor for allowable load at actual edge distance. 5. f ccr = adjustment factor for allowable load at critical edge distance. f ccr is always = f cmin = adjustment factor for allowable load at minimum edge distance. 7. f c = f cmin + [(1 f cmin ) (c act c min ) / (c cr c min )]. Tension (f s ) Shear (f s ) s s cr 10 1 act s s cr 10 1 s act min s min fsmin fsmin s act = actual spacing distance at which anchor is installed (inches).. s cr = critical spacing distance for 100% load (inches). 3. s min = minimum spacing distance for reduced load (inches).. f s = adjustment factor for allowable load at actual spacing distance. 5. f scr = adjustment factor for allowable load at critical spacing distance. f scr is always = f smin = adjustment factor for allowable load at minimum spacing distance. 7. f s = f smin + [(1 f smin ) (s act s min ) / (s cr s min )]. See page 1 for an explanation of the load table icons.. The load adjustment factor (f c or f s ) is the intersection of the row and column. 5. Multiply the allowable load by the applicable load adjustment factor.. Reduction factors for multiple edges or spacing are multiplied together. 1. s act = actual spacing distance at which anchor is installed (inches).. s cr = critical spacing distance for 100% load (inches). 3. s min = minimum spacing distance for reduced load (inches).. f s = adjustment factor for allowable load at actual spacing distance. 5. f scr = adjustment factor for allowable load at critical spacing distance. f scr is always = f smin = adjustment factor for allowable load at minimum spacing distance. 7. f s = f smin + [(1 f smin ) (s act s min ) / (s cr s min )].

6 Drop-In Internally Threaded Anchor (DIA) Drop-in anchors are internally threaded drop-in expansion anchors for use in flush-mount applications in solid base materials. Available in stainless steel (DIA), short (DIAS) or coil-thread (DIAC) versions. Minimum thread engagement should be equal to the nominal diameter of the threaded insert. Features Lipped edge (DIAS) eliminates need for precisely drilled hole depth Available in coil-thread version for ½" and ¾" coil-threaded rod Short length (DIAS) enables shallow embedment to help avoid drilling into rebar or pre-stressed/post-tensioned cables Short Drop-In anchors include a setting tool compatible with the anchor to ensure consistent installation Material: Carbon and stainless steel Coating: Carbon steel; zinc plated Codes: Drop-in: DOT; Factory Mutual 30170; Underwriters Laboratories File Ex305. Meets requirements of Federal Specifications A-A-551, Type I. Short drop-in: Factory Mutual and Underwriters Laboratories File Ex305. Caution: The load tables list values based upon results from the most recent testing and may not reflect those in current code reports. Where code jurisdictions apply, consult the current reports for applicable load values. Drop-In Stainless Steel Short Drop-In Installation 1. Drill a hole in the base material using the appropriate diameter carbide drill bit as specified in the table. Drill the hole to the specified embedment depth plus " for flush mounting. Blow the hole clean using compressed air. Overhead installations need not be blown clean.. Insert designated anchor into hole. Tap with hammer until flush against surface. 3. Using the designated drop-in setting tool, drive expander plug toward the bottom of the anchor until shoulder of setting tool makes contact with the top of the anchor.. Minimum thread engagement should be equal to the nominal diameter of the threaded insert. Caution: Oversized holes will make it difficult to set the anchor and will reduce the anchor's load capacity. Installation Sequence 1/" m Coil-Thread Drop-In 9

7 Drop-In Internally Threaded Anchor (DIA) Drop-In Anchor Product Data Stainless Steel Type 303 /30 Stainless Type 31 Stainless Drill Bit Bolt Threads (per ) Body Thread Box Quantity Carton DIA5SS DIA5SS DIA37SS DIA37SS DIA50SS DIA50SS DIASS DIA75SS Short Drop-In Anchor Product Data Drill Bit Diameter Bolt Threads (per ) Body Thread Box Quantity Carton DIA37S DIA50S A dedicated setting tool is included with each box of DIA37S and DIA50S. Coil-Thread Drop-In Anchor Product Data Carbon Steel Drill Bit Diameter Bolt Threads (per ) Body Thread Box Quantity DIA50C DIA75C DIA50C and DIA75C accept " and " coil-thread rod, respectively. Ctn. Drop-In Anchor Setting Tool Product Data For Use With Box Qty. DIAST5 DIA5SS, DIA5SS 10 DIAST37 DIA37SS, DIA37SS 10 DIAST50 DIA50SS, DIA50SS, DIA50C 10 DIAST DIASS 5 DIAST75 DIA75SS, DIA75C 5 1. Setting tools sold separately except for DIA37S and DIA50S.. Setting tools for use with carbon and stainless-steel drop-in anchors. 3. Setting tools may be ordered by the piece. Drop-In Anchor (DIA) Power Setting Tool For Use With Box Qty. DIAST37S-SDS DIA37S 10 DIAST50S-SDS DIA50S 10 Also sold by the piece Drop-In Anchor Setting Tool Power Setting Tool Drop-In Anchor Stop Bit Drill Bit Diameter Drop-In Anchor Drill MDPL037DIA 11 1 MDPL050DIA 13 1 MDPL0DIA MDPL050DIAS 11 1 MDPL0DIAS 1 1 Stop Bit 30

8 Drop-In (DIA) Design Information Concrete Tension Loads for Drop-In (Stainless Steel) and Coil-Thread Drop-In (Carbon Steel) Anchors in Normal-Weight Concrete (.) (9.5) (1.7) (15.9) (19.1) Drill Bit 1 Material Specifications Anchor Component Anchor Body Expander Plug Embed. 1 (5) 1 9/1 (0) (51) () 3 (79) Dist. 3 (7) (11) (15) 7 (191) 9 (9) Zinc Plated Carbon Steel (10) (15) (03) 10 (5) 1 (31) Meets minimum 70,000 psi tensile Meets minimum 50,000 psi tensile 1,00 (.),00 (10.7) 3,30 (1.) 5,00 (.),10 (3.3) Component Material Type 303 /30 Stainless Steel AISI 303. Meets chemical requirements of ASTM A5 Type 31 Stainless Steel Type 31 AISI 303 Type 31 Thread UNC/Coil-thread UNC UNC Note: DIA37S, DIA50C and DIA75C are not available in stainless steel. f' c,000 psi (13. MPa) Concrete Std. Dev. 01 (0.9) 51 (1.1) 37 (1.7) 9 (3.1) 91 (.3) 350 (1.) 00 (.7) 30 (3.7) 1,0 (5.),00 (9.1) 1. The allowable loads listed are based on a safety factor of.0.. Refer to allowable load-adjustment factors for edge distance and spacing on page loads may be linearly interpolated between concrete strengths listed.. The minimum concrete thickness is 1 times the embedment depth. Tension Load f' c 3,000 psi (0.7 MPa) Concrete 05 (1.) 795 (3.5) 1,17 (5.) 1,715 (7.),35 (10.5) Shear Loads for Drop-In (Stainless Steel) and Coil-Thread Drop-In (Carbon Steel) Anchors in Normal-Weight Concrete (.) (9.5) (1.7) (15.9) (19.1) Drill Bit 1 Embed. 1 (5) 1 9/1 (0) (51) () 3 (79) Dist. 3 (9) 5 (133) 7 (17) () 10 (7) (10) (15) (03) 10 (5) 1 (31) 1,90 (.7) 3,0 (1.) 7,000 (31.1) 11,00 (9.3) 13,00 (1.) f' c,000 psi (13. MPa) Concrete Std. Dev. 17 (0.) 351 (1.) 5 (.5) 93 (.1) 1,71 (7.9) 1. The allowable loads listed are based on a safety factor of.0.. Refer to allowable load-adjustment factors for edge distance and spacing on page loads may be linearly interpolated between concrete strengths listed.. The minimum concrete thickness is 1 times the embedment depth. 90 (.) 10 (3.) 1,750 (7.),770 (1.3) 3,50 (15.3) Shear Load 1,0 (.) 3,90 (17.),100 (7.1),0 (3.) 10,70 (7.9) f' c 3,000 psi (0.7 MPa) Concrete 90 (.) 95 (.1) 1,750 (7.),770 (1.3) 3,75 (1.) f' c,000 psi (7. MPa) Concrete Std. Dev. 51 (.0) 37 (1.) (1.9) 971 (.3) 1,9 (7.5) 0 (.0) 990 (.) 1,55 (.),170 (9.7),90 (1.0) f' c,000 psi (7. MPa) Concrete 90 (.) 1,00 (.) 1,750 (7.),770 (1.3),000 (17.) See page 1 for an explanation of the load table icons. 31

9 Drop-In (DIA) Design Information Concrete Tension and Shear Loads for " and " Short Drop-In Anchor in Sand-Lightweight Concrete Fill over Metal Deck Drill Bit Emb. Tension End Distance Shear End Distance Install through the Lower Flute or Upper Flute of Metal Deck, f' c 3,000 psi Concrete (0.7 MPa) Tension Load Shear Load DIA37S 7 1, ,9 10 DIA50S ,711 30, The allowable loads listed are based on a safety factor of.0.. loads may not be increased for short-term loading due to wind or seismic forces. 3. Refer to allowable load-adjustment factors for edge distances and spacing on page 35.. Anchors were installed with a 1" offset from the centerline of the flute. 1 " 3" M M 00-gauge steel deck Drop-in anchor 1" 1" offset see footnote # on bottom on table table Upper Flute flute M 1 " 1 " 7 1 " Lightweight Concrete over Metal Deck 3 See page 1 for an explanation of the load table icons.

10 Drop-In (DIA) Design Information Concrete Tension and Shear Loads for " and " Short Drop-In Anchor in Normal-Weight Concrete Drill Bit Emb. Tension Distance Shear Distance Normal-Weight Concrete, f' c 500 psi Normal-Weight Concrete, f' c,000 psi Tension Load Shear Load Tension Load Shear Load DIA37S 5 3 1, ,7 570, , 70 DIA50S 1 7, , 05 3,0 55 5,173 1,95 1. The allowable loads listed are based on a safety factor of.0.. loads may not be increased for short-term loading due to wind or seismic forces. 3. Refer to allowable load-adjustment factors for edge distances and spacing on page 3.. loads may be linearly interpolated between concrete strengths. 5. The minimum concrete thickness is 1 times the embedment depth. Tension and Shear Loads for " and " Short Drop-In Anchor in Hollow-Core Concrete Panel Drill Bit Emb. Tension Distance Shear Distance Hollow Core Concrete Panel, f' c,000 psi Tension Load Shear Load DIA37S 5 3 1,0 5 3,30 5 DIA50S 1 7,50 0,950 1,35 1. The allowable loads listed are based on a safety factor of.0.. loads may not be increased for short-term loading due to wind or seismic forces. 3. Refer to allowable load-adjustment factors for edge distances and spacing on page 3.. loads may be linearly interpolated between concrete strengths. Hollow-Core Concrete Panel (Anchor can be installed below web or hollow core) See page 1 for an explanation of the load table icons. 33

11 Drop-In (DIA) Design Information Concrete Load-Adjustment Factors for Drop-In (Stainless Steel), Coil Thread (Carbon Steel) and Short Drop-In Anchors in Normal-Weight Concrete: Distance and, Tension and Shear Loads How to use these charts: 1. The following tables are for reduced edge distance and spacing.. Locate the anchor size to be used for either a tension and/or shear load application. 3. Locate the edge distance (c act ) or spacing (s act ) at which the anchor is to be installed.. The load adjustment factor (f c or f s ) is the intersection of the row and column. 5. Multiply the allowable load by the applicable load adjustment factor.. Reduction factors for multiple edges or spacing are multiplied together. Distance Tension (f c ) Dist. c act c cr c min f cmin See notes below. Distance Shear (f c ) Dist. c act c cr c min f cmin Tension and Shear (f s ) s act c act = actual edge distance at which anchor is installed (inches).. c cr = critical edge distance for 100% load (inches). 3. c min = minimum edge distance for reduced load (inches).. f c = adjustment factor for allowable load at actual edge distance. 5. f ccr = adjustment factor for allowable load at critical edge distance. f ccr is always = f cmin = adjustment factor for allowable load at minimum edge distance. 7. f c = f cmin + [(1 f cmin ) (c act c min ) / (c cr c min )] E S cr S min f smin E = Embedment depth (inches).. s act = actual spacing distance at which anchors are installed (inches). 3. s cr = critical spacing distance for 100% load (inches).. s min = minimum spacing distance for reduced load (inches). 5. f s = adjustment factor for allowable load at actual spacing distance.. f scr = adjustment factor for allowable load at critical spacing distance. f scr is always = f smin = adjustment factor for allowable load at minimum spacing distance.. f s = f smin + [(1 f smin ) (s act s min ) / (s cr s min )]. 9. " short drop-in (DIA37S). 10. ½" short Drop-in (DIA50S) See page 1 for an explanation of the load table icons. 3

12 Drop-In (DIA) Design Information Concrete Load-Adjustment Factors for Short Drop-in Anchors in Sand-Lightweight Concrete over Metal Deck: Distance and, Tension and Shear Loads How to use these charts: 1. The following tables are for reduced edge distance and spacing.. Locate the anchor size to be used for either a tension and/or shear load application. 3. Locate the edge distance (c act ) or spacing (s act ) at which the anchor is to be installed.. The load adjustment factor (f c or f s ) is the intersection of the row and column. 5. Multiply the allowable load by the applicable load adjustment factor.. Reduction factors for multiple edges or spacing are multiplied together. Distance Tension (f c ) Dist. c act c cr c min 3 f cmin See notes below. Distance Shear (f c ) Dist. c act c cr 7 9 c min 3 f cmin c act = actual edge distance at which anchor is installed (inches).. c cr = critical edge distance for 100% load (inches). 3. c min = minimum edge distance for reduced load (inches).. f c = adjustment factor for allowable load at actual edge distance. 5. f ccr = adjustment factor for allowable load at critical edge distance. f ccr is always = f cmin = adjustment factor for allowable load at minimum edge distance. 7. f c = f cmin + [(1 f cmin ) (c act c min ) / (c cr c min )]. Tension and Shear (f s ) s act s cr 10 s min 5 f smin s act = actual spacing distance at which anchors are installed (inches).. s cr = critical spacing distance for 100% load (inches). 3. s min = minimum spacing distance for reduced load (inches).. f s = adjustment factor for allowable load at actual spacing distance. 5. f scr = adjustment factor for allowable load at critical spacing distance. f scr is always = f smin = adjustment factor for allowable load at minimum spacing distance. 7. f s = f smin + [(1 f smin ) (s act s min ) / (s cr s min )]. See page 1 for an explanation of the load table icons. 35

WEDGE-ALL Wedge Anchors

WEDGE-ALL Wedge Anchors The Wedge-All wedge anchors are a non-bottom bearing, wedge-style expansion anchor for use in solid concrete or grout-fi lled masonry. A one-piece clip ensures uniform holding capacity