Simpsons Strong Tie Connections

SIMPSON STRONG-TIE ANCHORING & FASTENING

SYSTEMS

For Concrete and Masonry

Company Profile & Some Key Products

May, 2011 Dubai, UAE

Table of Contents:

- Quick Facts about Simpson Strong-Tie® & Company Overview.

- ISO 9001:2000.

- Project Referrals.

- Some of Key Products Brochures.

Quick Facts about Simpson Strong-Tie®

& Company Overview.

Factories, offices, and warehouses in Asia, Australia, Austria, Canada,Denmark, France, Germany, Poland,Scotland, UK and U.S.A.

Distribution in Australia, Canada, Chile, Western Europe and part of Eastern Europe, Middle East & other Asian countries, Japan, Korea, Mexico, New Zealand, UK and U.S.A.

Founded 1956 in Oakland, California, U.S.A.

Home Offi ce Simpson Strong-Tie5956 W Las Positas BlvdPleasanton, CA 94588 U.S.A.Tel: 1-925-560-9000

Company Overview For more than 50 years, Simpson Strong-Tie has been helping people build safer, stronger structures economically. The company is the leader in structural systems technology and has earned a reputation for providing customers with innovative, high-quality products, technical and fi eld support, testing and training. Simpson Strong-Tie designs, engineers and manufactures steel connectors, shearwall panels, and anchor and fastening systems. These products are used to secure the frame of homes and buildings. It has laboratory facilities that are dedicated to fi nding solutions to improve the way structures are designed and built. The company’s research is being used to help advance the industry and develop products that help structures resist earthquakes, typhoons and high-wind storms.

Customers Simpson Strong-Tie serves the new construction, retrofi tting and do-it-yourself (DIY) markets. Customers include builders, contractors, engineers, architects, building offi cials, dealers, distributors and homeowners.

Employees Approximately 2,500 employees world-wide

World-wideLocations

Web sites www.strongtie.com; www.simpsonanchors.com

Stock Symbol SSD, New York Stock Exchange

F-SSTW08

Quick Facts about Simpson Strong-Tie®

www.strongtie.comwww.simpsonanchors.com

© 2008 Simpson Strong-Tie Company Inc.

Simpson Strong-Tie® – Safer, Stronger Structures

About Simpson Strong-Tie Company Inc.For more than 50 years, Simpson Strong-Tie has focused on creating products that help people build safer and stronger buildings. A leader in structural systems research and technology, Simpson Strong-Tie is one of the largest suppliers of structural building products in the world. Our commitment to product development, engineering, testing and training is evident in the consistent quality and delivery of our products and services. Simpson Strong-Tie® product lines include structural connectors for timber framing, Strong-Wall® prefabricated shearwalls, Anchor Tiedown Systems for multi-story buildings, Quik Drive® auto-feed screw driving systems, and Simpson Strong-Tie Anchor Systems® anchors and fasteners for concrete and masonry. For more information, visit the company’s Web sites at www.strongtie.com and www.simpsonanchors.com.

Building a BrandSimpson Strong-Tie has built a brand name that is practically synonymous with structural safety. We are deeply committed to our mission of creating products that result in stronger, safer buildings. Our research and laboratory facilities are dedicated to developing new products that improve the way structures are designed and built. Simpson Strong-Tie products help protect the project owner’s fi nancial investment by giving buildings the strength to resist such events as earthquakes, typhoons and high wind storms. “Our products are kind of like the seatbelt for a building—they’re there when you need it,” said Steve Pryor. P.E. building systems research and development manager for Simpson Strong-Tie.

The Tyrell Gilb Research Laboratory furthers the company’s mission to improve building safety by using research and technology to understand how earthquakes, high winds and other natural disasters affect buildings. The lab’s state-of-the-art testing equipment can recreate the magnitude of such earthquakes as the 1995 Kobe quake in Japan, which measured 7.2 on the Richter scale. The lab’s test rigs can also create the type of forces that affect structures during high wind events. Our research is being used to help advance the industry and develop new products that improve a structure’s ability to resist the destructive forces of Mother Nature while increasing the life of the structure.

Values That Are Built to LastIn an age of constant change, Simpson Strong-Tie is still fi rmly planted in the values that started the company more than 50 years ago. We have earned a reputation for providing around-the-clock technical and fi eld support, training, product testing and innovative, high-quality products. “We have to continue to offer those things to our customers,” said Terry Kingsfather, president of Simpson Strong-Tie. “It’s the only way we know and the only way for us to stay on top.”



From its fi rst years of operation, Simpson Strong-Tie has led the timber connector industry in hanger design. Today, we hold more patents than all other connector

companies combined. With nearly 40 engineers on staff dedicated to design & testing, we have expanded our product offering well beyond connectors to offer pre-manufactured shearwalls, anchor systems for concrete and masonry, and collated fastening systems. The work Simpson Strong-Tie does in its labs helps determine how structures are built, as engineers and architects look to the results generated in the labs to help determine specifi cations on projects.

Tyrell Gilb Research Laboratory, Stockton, California, U.S.A.The “Tye” Gilb Research Lab is the hub of our research and development activities. The lab’s highly specialized equipment tests a structure’s ability to resist earthquakes, high winds and other natural disasters. Full-scale structural components are tested using the lab’s seismic shake table and cyclic/static test frame. The shake table re-creates ground motion, moving back and forth horizontally at the foundation level. The cyclic static test rig applies force laterally to the top of a wall structure. Together, the two types of testing provide an accurate measurement of a structure’s resistance capabilities. In addition, the lab’s three-dimensional testing of full-scale buildings is used to help clarify issues regarding allowable resistances of bracing methods under various load conditions. The facility is named after Tyrell Gilb, a former professor of architecture who led the company’s research and development efforts for 35 years.

Anchor Systems Research and Development Facility, Addison, Illinois, U.S.A.The main function of the Addison facility is to test the structural integrity of concrete structures. On-site equipment can simulate earthquakes and other forces that can cause concrete to crack. Research from the Addison lab is used primarily to develop new anchor and adhesive products for commercial, industrial and transportation construction. It is one of only a few labs in the U.S.A. accredited for this type of testing.

Branch Laboratories, North America and EuropeSimpson Strong-Tie houses research facilities at its branches across the globe. In Tamworth, UK, engineers test prototypes and code criteria for the European construction market. Other North America branch laboratories (Texas, Ohio, southern California and Canada) address regional construction issues to service local customers. These labs also help our engineers to identify regional trends and create geographic specifi c solutions.

CollaborationTo better understand how structures perform, Simpson Strong-Tie teams with other researchers around the globe. Ongoing collaboration with various researchers allows the company to learn from others, share its expertise and provide a broader knowledge of structural safety, helping the industry as a whole to build safer structures.

Research & Engineering Capabilities – Where Discovery Meets Development



TrainingSimpson Strong-Tie understands that it works in an ever-changing industry where learning never stops. It has implemented comprehensive training programs for its customers and employees. Its extensive customer training program offers workshops that keep builders, building offi cials and engineers up to speed on the latest innovations in the industry. Simpson Strong-Tie employees receive internal training and are encouraged to attend seminars and workshops offered by industry organizations to stay abreast of new trends.

Industry InnovationThe company’s research and development activities have led to many advances in the building industry. Over the years, Simpson Strong-Tie has not only developed countless products that help ensure structural safety and reduce cost, but it has also created new construction systems to improve the way structures are designed and built.

Simpson Strong-Tie is at the forefront in corrosion research and was instrumental in helping develop product solutions when the industry switched to new and often more corrosive formulas of pressure-treated wood. The company is actively involved in communicating its research and product recommendations to the building industry.

Recently Simpson Strong-Tie has showcased three-dimensional testing of full-scale buildings which continues to help clarify issues regarding allowable resistances of bracing methods under various load conditions.

Research & Engineering Capabilities – Where Discovery Meets Development



Simpson Strong-Tie manufactures more than 2 billion products each year. Our extensive product offering includes metal connectors, lateral resistance systems, fastening tools and anchor systems.Structural Connectors for Timber FramingThe first Simpson Strong-Tie® connector made its debut in 1956 when a neighbor asked founder Barclay Simpson if he could produce a steel part that would connect his roof system. Today, the company manufactures thousands of steel connectors that help secure the frame of homes and buildings.Lateral Resistance SystemsSimpson Strong-Tie offers several lateral-force resisting systems, including its prefabricated Wood and Steel Strong-Wall® shearwalls and its Anchor Tiedown Systems for multi-story buildings. These solutions provide high load capacities, fast and easy installation, while allowing for tremendous design flexibility.Quik Drive® Auto-Feed Screw Driving SystemsQuik Drive auto-feed systems and specialty fasteners help increase productivity while offering the superior holding power of screws. Tools are available for a wide variety of applications, such as subfloor, drywall, decking, steel framing, roofing and siding. Featuring easy-loading screw strips, precise countersink adjustment and patented auto-advance mechanism, Quik Drive systems provide speed, power and reliability.

Simpson Strong-Tie Anchor Systems® for Concrete and MasonryIn 1994 Simpson Strong-Tie entered the anchor market and has since become one of the leaders in the anchor and fastening industry. Product lines include the following:AdhesivesFormulations for adhesive anchoring and concrete crack repair are ideal for anchoring and dowelling, Simpson Strong-Tie® Epoxy-Tie® and Acrylic-Tie® anchoring products offer a range of performance characteristics while featuring some of the highest load values in the industry. Simpson Strong-Tie crack injection systems can be used to repair cracks in concrete elements without the inconvenience and cost of bulk dispensing systems.Mechanical Anchors for ConcreteExpansion and threaded anchors used for anchoring and fastening to concrete, masonry and lighter duty base materials. Several products are available in different materials and finishes for corrosive environments. The recently introduced Strong-Bolt® wedge-type anchor is listed and recognized for cracked concrete applications. (Our acquisition of the Liebig Company in Germany gives Simpson Strong-Tie access to state-of-the-art undercut anchoring technology and products.)Powder Actuated Fastening Systems (P.A.T.)A complete line of powder-actuated tools, pins and loads for fastening into concrete, masonry and steel. With tool models ranging from single shot to fully automatic magazine tools, Simpson Strong-Tie has the tool to service virtually any P.A.T. application.Carbide Drill Bits and Chisels for Concrete and MasonryTop quality carbide bits to meet the drilling, coring and demolition needs of the professional. A full line of sizes, head and shank styles are available to meet virtually any application.

Our Products



At Simpson Strong-Tie, we believe in education and sales support. We realize that it is vital to ensuring correct specification and installation of our products.

Field Sales SupportThere is no substitute for factory direct support. Simpson Strong-Tie Technical Sales Representatives are highly trained anchor professionals. Their focus is working with our local partners to build mutually beneficial relationships. In addition, they maintain jobsite presence by following up on specifications while providing technical assistance and jobsite demonstrations to contractors.

Field Engineering SupportFrom the beginning Simpson Strong-Tie has known that getting our products into an engineer's specifications creates demand – plain and simple. Our field engineering team has the deep technical knowledge of anchorage design and are a key resource for specifiers.

Support Services



Contact Information

Asia Home Offi ce:3/F Cambridge House, #301 Taikoo Place,979 King’s Road, Quarry Bay, Hong KongTel: 852-3511-1888 Fax: 852-3511-1889

China Offi ce:Suite 2609, Golden Tower, No.1 Xibahe Road (S), Chaoyang District,Beijing 100028, ChinaTel: 86-10-6440-3840Fax: 86-10-6440-3931

Gulf States Offi ce:19/F City Tower, #1903Sheikh Zayed Road,P.O. Box: 58126,Dubai, UAETel: (9714) 3313312Fax: (9714) 3313318

辛普森众泰建材商贸 (北京)有限公司: 中国北京市朝阳区西坝河南路 1号金泰大厦 2609 室邮编：100028电话：86-10-6440-3840传真：86-10-6440-3931

ISO 9001:2000

Project Referrals

IN THE SPECS - ON THE JOB - AT YOUR SERVICETM

www.simpsonanchors.com

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Project Referrals

2

Germany BrusbüttelUsed in Power Plant anchoring

GermanyEquipment anchoring

GermanyUsed in Nuclear Power Plant

SloveniaUsed in fi xture installation in tunnel

GermanyCrane anchoring

England- LondonOld Stock Exchange BuildingUsed in building renovation

Germany- TroisdorfUsed in silo anchoring

Europe North SeaUsed in oil derrick

Superplus Self-undercut AnchorThe universal anchor for professional and effi cient fi xing without special tools.

Ultraplus Preloaded AnchorSafe fi xing with mechanical interlock anchoring. "Positive undercutting" allows perfect bearing of the segments and ensures reliable transmission of the load into the concrete.When the ultimate in safety and strength is required.

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Liebig Superplus Undercut Anchor

Liebig Ultraplus Preloaded Anchor

Liebig Anchors

3

China- BeijingOlympic Velodrome StadiumRoof structure anchoring

China- BeijingSteel structure anchoring

USA- CaliforniaFederal Emergency Management AgencyDisaster preparedness test for quick lifting

USA- CaliforniaPipe system anchoring

USA- CaliforniaFactory machinery anchoring

USA- CaliforniaOakland International AirportLifting slabs in runway repair

Titen HD® screw anchorThe Titen HD® anchor is a pat-ented, high-strength screw anchor for concrete and masonry. It is designed for optimum performance in both cracked and uncracked concrete. Meets ASTM standard for vibration resistance.

Specialized heat treating process creates superior surface hardness, while the anchor body remains duc-tile. This results in the THD bending instead of breaking when exposed to forces above the ultimate load.

®®®® sscrew annchorscrew anchor

Titen HD® screw anchor

UAE- DubaiMetro Rail systemTHD & ET used in stations

China- ShenyangSubway cassion anchoring

THD Anchors

IBC® 2006

TESTED TO

MEET

4

USA- Texas Ellington Airfi eldAirport runway extension

USA- CalifoniaSan Francisco-Oakland Bay BridgeSeismic upgrade

UAE- DubaiElite TowerDowelling of fl oors to core wall

USA- MissouriPoplar Street BridgeSeismic upgrade

USA- CaliforniaRichmond-San Rafael BridgeSeismic upgrade

China- Beijing Worker's Olympic StadiumRenovation work

Indian Ocean- Seychelles IslandsMarine Conservation SocietyAdhesion of electronic monitoring devices to endangered sea turtles

USA- CaliforniaFerry BuildingRenovation and seismic upgrade of historic structure

ET Epoxy-Tie® Anchoring AdhesiveET Epoxy-Tie® is an economical two-component, high solids, epoxy-based system for use as a high-strength, non-shrink anchor grout-ing material.

SET-XPSET-XPTM

SET-XP™ is a 1:1 two component, high solids epoxy-based anchoring adhesive formulated for optimum performance in both cracked and uncracked concrete.

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ET Epoxy-Tie® Anchoring Adhesive

SET22SET22SET Epoxy-Tie® epoxy is a two-component, 1:1 ratio, high solids, epoxy-based adhesive for use as a high strength, non-shrink anchor grouting material.

Structural Adhesives

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5

UAE- DubaiJumeriah HeightsGeneral dowelling

Thailand- Hua HinIntercontinental HotelWet hole rebar installation

Qatar- DohaDoha TowerDowelling of fl oors to core wall

Qatar- DohaNew Doha International AirportGeneral dowelling for hangers and terminals

Qatar- DohaDubai TowerDowelling of fl oors to core wall

Qatar- DohaZig Zag TowersGeneral Rebar dowelling

Qatar- DohaSt. Regis Hotel at the PearlRebar dowelling

Qatar- DohaNavigation TowerDowelling of fl oors to core wall

QatarLas Raffan Gas plantDowelling of foundations

China- BeijingCCTV BuildingUsed in steel anchoring

China- BeijingAlbemarle BuildingRenovation work


China- HebeiSteel structure anchoring

6

Thailand- BangkokET22 used in Airport rail linkTrack and general anchoring

China- HenanSeismic upgrade of bridge

China- TianjinEquipment anchoring

China- ShandongSeaportLoading arm, equipment anchoring

China- TianjinSeaportDamp condition fender anchoring

China- LiaoningSeaportDamp condition large diameter fender anchoring

China- HenanSeaportFender, mooring, railing large diameter anchoring

Thailand- BangkokIRR Elevated HighwayRebar dowelling

China- TianjinHighway crash barrier anchoring

China- HebeiQinhuangdao Caisson tube anchoring

China- TianjinHighway sound barrier anchoring

China- TianjinFactory equipment anchoring


7

China- TianjinSteel anchoring

USA- CaliforniaFederal Emergency Management AgencyDisaster drill for quick lifting

USA- IllinoisWintertime highway repair

Canada- Prince Edward IslandConfederation BridgeBelow freezing temperature installation

California- San DiegoAT Used in dowelling for column enlargement

China- TianjinSeaportBerth renovation

USA- WisconsinUniversity of WisconsinStadium seating installation

AT high strength Acrylic-Tie® Anchoring Adhesive

AT high strength Acrylic-TieTie®® Anchoring Adhesive Anchoring AdhesiveAT Acrylic-Tie® is formulated for use in all types of weather, AT is designed to dispense easily and cure at temperatures down to -18°C. Fast 30 minute cure at 21 °C.

USA- New YorkOak Pointe Railroad BridgeBridge and track renovation


8

China- BeijingSanlitun SOHO Building Structural anchoring

China- HebeiSeaportWinter time equipment anchoring

China- HarbinHigh speed railway anchoring

China- BeijingWintertime bridge repair

China- ShandongRailway bridge renovation

China- TianjinWinter time and wet weather anchoring

China- TianjinSteel structure anchoring

China- BeijingFixture anchoring in hollow block Wall with screen tube system

China- Shandong High Speed railway Line, Addition of electrical line poles


China- TianjinLight rail anchoring

9

China- BeijingVGC used in historic building renovation

GermanyKLP used in warehouse racking anchoring

China- BeijingKLP used in curtain wall anchoring

China- BeijingVGC used in curtain wall installation

KLP & VGC Chemical capsule Anchor capsule Anchor For installation with reduced edge distances and centre spacings, or use in concrete of low or question-able compressive strength.

VGC & KLP Chemical Anchoring Adhesive

USA- CaliforniaStructural crack repair of large swimming pool

China- GansuBridge renovation and structural crack repair

Pacifi c Islands- GuamCharter HouseStructural crack repair

ETI Crack Injection Structural Repair Epoxy

ETI Injection EpoxyStructural crack repair in concrete does not have to require expensive equipment or mixing. This system is easy to use with no waste. Meets ASTM C881 requirements for struc-tural strength.

Other Products

10

USA- California316 Stainless steel wedge anchors in water treatment facility

UAE- DubaiDubai MallPAT system used for interior fi nishing work

USA- Austin TexasGas nailer used in fastening into steel.

USA- New YorkCity parking garageDrop Ins used in interior mechanical work

China- BeijingDamp condition leak repair

Crack-Pac® Flex H2O® Poly-urethane Injection Adhesive

Powder Actuated Fastening System

Mechanical Anchors

Gas Tool Fastening System

Drop In Anchors

Crack-Pac® Flex H2O® Polyurethane Injection AdhesiveAdhesive

Flexible crack sealer• Expands to fi ll cracks and voids• For dry, wet and actively leaking • cracksSingle tube product can dispense • with a standard caulking tool

Strong-BoltStrong-BoltTMTM Wedge AnchorWedge AnchorThe Strong-Bolt™ is a wedge anchor specifi cally designed for optimum performance in bothcracked and uncracked concrete

Drop-in AnchorDrop-in AnchorDrop-in anchors are internally-threaded, deformation-controlled expansion anchors with a preassembled expander plug, suitable for fl ush mount applica-tions in solid base materials.

GCN150 Gas-Tool

PTP- 27ASX Tool

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Other Products

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USA- CaliforniaMoving crack leak repair

11

USA- CaliforniaMulti-story timber structure using wood connectors and Anchor Tiedown System

Japan- KobeNEES wood earthquake projectConnector Sand Anchor Tiedown System used in 7 full size story wood structure

USA- HawaiiSimpson connectors that are engineered/designed for light gauge steel framing

Simpson connectors that are engineered/designed for light gauge steel framing

Swan Simpson

USA- CaliforniaHotel del Coronado resortCold form steel connectors used in housing complex

Australia- Phillip IslandWarrandale Park BoardwalkQuik Drive's timber deck fastening system provided an economic high quality fi nish

Tanzania- Serrengeti National ParkSwan stainless screws used in resort deck

Simpson Connectors and Lateral systems

Cold Formed Steel Connectors

Quik Drive® Swan Simpson Fasteners

Quik Drive®

When speed, effi ciency and a high quality fi nish are needed- this is the system for metal roofi ng, timber framing, decking, steel framing, gypsum board.

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Other Products

www.strongtie.comwww.simpsonanchors.comwww.simpson-liebig.comwww.strongtie.cn © 2009 Simpson Strong-Tie® (Beijing) Co.,Ltd.

Printed in Beijing S-SAS-PRBJ2009 Exp. 3/31/2010


Gulf States Offi ce:Street #710Near Round About #7 (Naffco)Jafza North, JafzaJebel Ali Free ZoneDubai, UAE

Simpson Strong-Tie(Beijing)Co.,LtdSuite 2609, Golden Tower, No.1 Xibahe Rd.(S) Chaoyang District,Beijing 100028, ChinaTel: 86-106440-3840Fax: 86-106440-3931

Simpson Strong-Tie (Beijing)Co.,Ltd.Shanghai BranchSuite 2915,Building A, Gateway International Plaza No.325, Tian-yaoqiao Rd.Shanghai 200030, ChinaTel: 8621-3363-2891Fax: 8621-3363-2897

Every day we work hard to earn your business, blending the talents of our people with the quality of our products and services to exceed your expectations.

Some of Key Products Brochures

In the Spec - On the Job - At Your ServiceIn the Spec - On the Job - At Your ServiceTMTM

HIGH STRENGTH NON-SHRINK EFFICIENT

Epoxy-Tie® Structural Grade Adhesive for ConcreteNew Metric

Diameters

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Anchor Systems

Epoxy-Tie® structural grade adhesive for concrete

◆ EPOXY-TIE IS A TWO-COMPONENT, 100% SOLIDS EPOXY-BASED SYSTEM FOR USE AS A HIGH STRENGTH, NON-SHRINK ANCHOR GROUTING MATERIAL.USES:Threaded rod anchoring; rebar dowelling; bonding hardened concrete to hardened concrete; pick proof sealant around doors, windows and fi xtures; paste-over for crack injection

APPLICATIONS:Concrete, grout-fi lled concrete block, hollow concrete block, solid brick and hollow bricks

FEATURES:Economical and safe; • Versatile: for use in concrete, brick and concrete block; • Suitable for damp, suitable for clean water-fi lled holes with a reduction facture • of 0.60 applied to both tension and shear; Non-sag formulation: ideal for vertical and most overhead applications;• Non-shrink•

REQUIRED BASE MATERIAL TEMPERATURE:The base material temperature must be 4°C or above; if base material is 0°C or lower, please contact a Simpson Strong-Tie Engineer for alternative solutions

STORAGE CONDITIONS:For best results store between 7-32°C

SHELF LIFE:24 months from date of manufacture in unopened container

◆ CURE SCHEDULE

◆ IN-SERVICE TEMPERATURE SENSITIVITY

◆ ET CARTRIDGE SYSTEMS

ET Epoxy Capacity(Ounces/ml) Dispensing Tool Mixing Nozzle

ET22 22/650 EDT22S/EDT22AP EMN22i

◆ TESTED PROPERTIES

Property Test Method Results

Bond Strength Moist Cure ASTM C 882 14 MPa (2 days)29 MPa (14 days)

Compressive Yield Strength ASTM D 695 63 MPa (24 hours)92 MPa (7 days)

Consistency (25 ℃) ASTM C 881 Non-Sag/Thixotropic Paste

Water Absorption ASTM D 570 0.19% (24 hours)

Compressive Modulus ASTM D 695 4535 MPa (7days)

Heat Deflection ASTM D 648 76 ℃

Gel Time (25 ℃) ASTM C 881 30 Minutes (then film)

Base Material Temp Full Curing TIme

4℃ 72 hrs

16℃ 24 hrs

27℃ 24 hrs

38℃ 12 hrs

Base Material Temp Percent Allowable Load

4℃ 100%

21℃ 100%

43℃ 100%

57℃ 85%

66℃ 69%

82℃ 58%

1. Refer to in-service temperature sensitivity chart for allowable load ( base on bond strength ) reduction for temperature.2. perent allowable load may be linearly interpolated for intermediate base matoriar termperatures.

ET22 650 ml. Cartridge

Made in USA

EMN22iMixing Nozzle

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Anchor Systems


HOLE PREPARATION: For horizontal, vertical and overhead applications.

CARTRIDGE PREPARATION:

1. Drill–Drill hole to specifi ed diameter and depth.

2. Blow–Remove dust from hole with oil-free compressed air for a minimum of 4 seconds.

3. Brush–Clean with a nylon brush for a minimum of 4 cycles.

4. Blow–Remove dust from hole with oil-free compressed air for a minimum of 4 seconds.

1. Check–Check cartridge expiration date. Do not use expired product. Product is usable until end of printed expiration month.

2. Open–Open cartridge per package instructions.

4. Insert–Insert cartridge into tool.

3. Attach–Attach proper Simpson nozzle to cartridge. Do not modify nozzle.

5. Dispense–Dispense adhesive to the side until properly mixed (uniform color).

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FILLING THE HOLE: Vertical Anchorage Prepare the hole per instructions “Hole Preparation”.

1. Fill–Fill hole ¹⁄₂ - ²⁄₃ full, starting from bottom of hole to prevent air pockets. Withdraw nozzle as hole fi lls up.

2. Insert–Insert clean, oil free anchor, turning slowly until the anchor contacts the bottom of the hole.

3. Do not disturb– Do not disturb anchor until fully cured. (See cure schedule.)

3Dry and Damp Holes:

1. Fill–Fill screen completely. Fill from the bottom of the screen and withdraw the nozzle as the screen fi lls to prevent air pockets.

2. Insert–Insert adhesive fi lled screen into hole.

3. Insert–Insert clean, oil free anchor, turning slowly until the anchor contacts the bottom of the screen.

4. Do not disturb–Do not disturb anchor until fully cured. (See cure schedule.)

FILLING THE HOLE: Horizontal and Overhead Anchorage Prepare the hole per instructions “Hole Preparation”.

FILLING THE HOLE: When Anchoring with Screens Prepare the hole per instructions “Hole Preparation”.

1. Install–Install Simpson ARC adhesive retaining cap (recommended).

2. Fill–Fill hole ¹⁄₂ - ²⁄₃ full, starting from bottom of hole to prevent air pockets. Withdraw nozzle as hole fi lls up.

4. Do not disturb–Do not disturb anchor until fully cured. (See cure schedule.)

3. Insert–Insert clean, oil free anchor, turning slowly until the anchor contacts the bottom of the hole.

Threaded rod or rebar

Threaded rod or rebar

550kPa

(min.)

550kPa

(min.)

ET ANCHORING INSTALLATION INSTRUCTIONS:

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Anchor Systems


◆ TENSION LOADS FOR METRIC THREADED ROD ANCHORS IN NORMAL-WEIGHT CONCRETE

◆ SHEAR LOADS FOR METRIC THREADED ROD ANCHORS IN NORMAL-WEIGHT CONCRETE

Allowable load must be the lesser of the load based on bond strength or steel strength.1. The allowable loads listed under bond strength are based on a safety factor of 4.0.2. Allowable tension load based on steel strength = 0.33 x Fu x TSA. TSA = tensile stress area.3. Allowable loads may not be increased for short-term loading due to wind or seismic forces.4. Refer to allowable load adjustment factors for edge distance and spacing.5. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature.6. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive 7. construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire exposure conditions.Anchors are not permitted to resist tension forces in overhead or wall installations unless proper consideration is given to fire exposure and elevated 8. temperature conditions.The minimum concrete thickness is 1.5 x times the embedment depth.9.

Allowable load must be the lesser of the load based on concrete edge distance or steel strength.1. The allowable loads based on concrete edge distance are based on a safety factor of 4.0.2. Allowable shear load based on steel strength = 0.17 x Fu x TSA. TSA = tensile stress area.3. Allowable loads may not be increased for short-term loading due to wind or seismic forces.4. Refer to allowable load adjustment factors for edge distance and spacing.5. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature.6. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive 7. construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire exposure conditions.The minimum concrete thickness is 1.5 x times the embedment depth.8.

RodDia.(mm)

DrillBit

Dia.(mm)

Embed.Depth(mm)

CriticalEdgeDist.(mm)

CriticalSpacing

Dist.(mm)

Tension Load Based on Bond Strength Tension Load Based on Steel Strength

f'c ≥ 13.8 MPa (2000 psi) Concrete

Grade 5.8

Grade 6.8

Grade 8.8

Grade 50 Stainless

Grade 70 Stainless

Grade 80 Stainless

Ultimate(kN)

Allowable(kN)

Allowable(kN)

Allowable(kN)

Allowable(kN)

Allowable(kN)

Allowable(kN)

Allowable(kN)

10 12 89 133 356 35.1 8.8 9.6 11.5 15.3 9.6 13.4 15.3

12 14 108 162 432 61.5 15.4 13.9 16.7 22.3 13.9 19.5 22.3

16 18 127 191 508 91.6 22.9 25.9 31.0 41.4 25.9 36.2 41.4

20 24 171 257 686 142.0 35.5 40.4 48.5 64.6 40.4 56.5 64.6

24 28 229 343 914 189.5 47.4 58.2 69.8 93.1 58.2 81.4 93.1

27 30 257 387 1029 247.6 61.9 75.8 91.0 121.3 75.8 106.1 121.3

30 35 286 429 1143 315.3 78.8 92.5 111.0 148.0 92.5 129.5 148.0

RodDia.(mm)

DrillBit

Dia.(mm)

Embed.Depth(mm)


CriticalSpacing

Dist.(mm)

Shear Load Based on Concrete Edge Distance Shear Load Based on Steel Strength


Grade 5.8

Grade 6.8

Grade 8.8

Grade 50 Stainless

Grade 70 Stainless

Grade 80 Stainless

Ultimate(kN)

Allowable(kN)

Allowable(kN)

Allowable(kN)

Allowable(kN)

Allowable(kN)

Allowable(kN)

Allowable(kN)

10 12 89 133 133 33.9 8.5 4.9 5.9 7.9 4.9 6.9 7.9

12 14 108 162 162 50.1 12.5 7.2 8.6 11.5 7.2 10.0 11.5

16 18 127 191 191 87.0 21.8 13.3 16.0 21.3 13.3 18.6 21.3

20 24 171 257 257 123.2 30.8 20.8 25.0 33.3 20.8 29.1 33.3

24 28 229 343 343 240.0 60.0 30.0 36.0 47.9 30.0 41.9 47.9

27 30 257 387 387 263.7 65.9 39.0 46.9 62.5 39.0 54.7 62.5

30 35 286 429 429 287.2 71.8 47.7 57.2 76.2 47.7 66.7 76.2

*

*

TABLE ICON SYSTEM

Normal Weight Concrete

Tension Load Shear Load Edge Distance Spacing

*

Threaded Rod Rebar

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◆ TENSION LOADS FOR METRIC REBAR DOWELS IN NORMAL-WEIGHT CONCRETE

Allowable load must be the lesser of the load based on bond strength or steel strength.1. The allowable loads listed under bond strength are based on a safety factor of 4.0.2. Allowable tension load based on steel strength for Grades II and III Rebar = (276 MPa) x Nom Cross Sectional Area 3. Allowable tension load based on steel strength for Grades 460B and 500B Rebar = (331 MPa) x Nom Cross Sectional AreaAllowable loads may not be increased for short-term loading due to wind or seismic forces.4. Refer to allowable load adjustment factors for edge distance and spacing.5. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature.6. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive 7. construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire exposure conditions.Anchors are not permitted to resist tension forces in overhead or wall installations unless proper consideration is given to fire exposure and elevated 8. temperature conditions.The minimum concrete thickness is 1.5 x times the embedment depth.9.

RebarSize(mm)

DrillBit

Dia.(mm)

Embed.Depth(mm)


CriticalSpacing

Dist.(mm)

Tension Load Based on Bond Strength

Tension Load Based on Bond Strength Tension Load Based on Steel Strength


f’c ≥ 27.6 MPa (4000 psi) Concrete Grade II Grade III BS 4449

Grade 460BBS 4449

Grade 500BUltimate

(kN)Allowable

(kN)Ultimate

(kN)Allowable

(kN)Allowable

(kN)Allowable

(kN)Allowable

(kN)Allowable

(kN)

12 16108 162 432 70.4 17.6 • 17.6

31.2 31.2 37.4 37.4152 229 610 • • 81.1 20.3

16 20127 191 508 101.8 25.4 • 25.4

55.5 55.5 66.6 66.6238 359 953 • • 118.1 29.5

20 25171 257 686 167.4 41.9 • 41.9

86.7 86.7 104.0 104.0286 429 1143 • • 177.0 44.2

25 30

229 343 914 240.8 60.2 • 60.2

135.5 135.5 162.5 162.5305 457 1219 • • • 73.1

381 572 1524 • • 344.2 86.0

28 35

229 343 914 • 60.2 • 60.2

169.9 169.9 203.8 203.8330 495 1321 • • • 85.3

429 645 1715 • • 441.9 110.5

32 40

286 429 1143 283.0 70.7 • 70.7

222.0 222.0 266.2 266.2381 572 1524 • • • 95.9

476 714 1905 • • 484.3 121.1

◆ SHEAR LOADS FOR METRIC REBAR DOWELS IN NORMAL-WEIGHT CONCRETE

Allowable load must be the lesser of the load based on concrete edge distance or steel strength.1. The allowable loads based on concrete edge distance are based on a safety factor of 4.0.2. Allowable shear load based on steel strength = 0.17 x Fu x TSA. TSA = tensile stress area.3. Allowable loads must be decreased by 12 percent for short-term loading due to wind or seismic forces.4. Refer to allowable load adjustment factors for edge distance and spacing.5. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature.6. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive 7. construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire exposure conditions.The minimum concrete thickness is 1.5 x times the embedment depth.8.

RebarSize(mm)

DrillBit

Dia.(mm)

Embed.Depth(mm)


CriticalSpacing

Dist.(mm)

Shear Load Based on Concrete Edge Distance Shear Load Based on Steel Strength

f'c ≥ 17.2 MPa (2500 psi) Concrete Grade II Grade III BS 4449 Grade

460BBS 4449 Grade

500BUltimate

(kN)Allowable

(kN)Allowable

(kN)Allowable

(kN)Allowable

(kN)Allowable

(kN)

12 16 108 203 162 60.3 15.1 9.8 11.5 9.5 10.4

16 20 127 254 191 93.0 23.3 17.4 20.5 16.9 18.5

20 25 171 305 257 134.1 33.5 27.2 32.0 26.4 28.8

25 30 229 406 343 236.2 59.0 42.6 50.1 41.3 45.1

28 35 257 457 387 283.9 71.0 53.4 62.8 51.8 56.5

32 40 286 508 429 368.2 92.1 69.7 82.0 67.7 73.8

*

*

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◆ EDGE DISTANCE TENSION (fc)

◆ EDGE DISTANCE SHEAR (fc)

Load-Adjustment Factors for ET Epoxy-Tie® Adhesive in Normal-Weight Concrete: Edge Distance, Tension and Shear Loads

1. The following tables are for reduced edge distance. 2. Locate the anchor size to be used for either a tension and/or shear load application.3. Locate the embedment (E) at which the anchor is to be installed.4. Locate the edge distance (Cact) at which the anchor is to be installed.5. The load-adjustment factor (fc) is the intersection of the row and column.

6. Multiply the allowable load by the applicable load-adjustment factor.7. Reduction factors for multiple edges are multiplied together.8. Adjustment factors do not apply to allowable steel strength values.9. Adjustment factors are to be applied to allowable Tension Load Based on Bond Strength values or allowable Shear Load Based on Concrete Edge Distance values only.

How to use these charts:

EdgeDist.Cact

(mm)

Rod 10 12 16 20 24 27 30Rebar 12 16 20 25 28 32E 89 108 152 127 238 171 286 229 381 229 429 257 286 476Ccr 133 162 229 191 359 257 429 343 572 343 645 387 429 714Cmin 44 44 44 44 44 44 44 44 44 70 70 70 70 70fcmin 0.50 0.50 0.59 0.50 0.64 0.50 0.57 0.50 0.47 0.50 0.47 0.58 0.58 0.51

44 0.50 0.50 0.59 0.50 0.64 0.50 0.57 0.50 0.4760 0.59 0.57 0.62 0.55 0.66 0.54 0.59 0.53 0.4970 0.64 0.61 0.65 0.59 0.67 0.56 0.60 0.54 0.50 0.50 0.47 0.58 0.58 0.51100 0.81 0.74 0.71 0.69 0.70 0.63 0.63 0.59 0.53 0.56 0.50 0.62 0.62 0.53135 1.00 0.89 0.79 0.81 0.74 0.71 0.67 0.65 0.56 0.62 0.53 0.67 0.66 0.56165 1.00 0.86 0.91 0.78 0.78 0.70 0.70 0.59 0.67 0.56 0.71 0.69 0.58190 0.91 1.00 0.81 0.84 0.73 0.74 0.62 0.72 0.58 0.74 0.72 0.60230 1.00 0.85 0.94 0.78 0.81 0.66 0.79 0.62 0.79 0.77 0.63260 0.89 1.00 0.81 0.86 0.69 0.85 0.65 0.83 0.80 0.65300 0.93 0.86 0.93 0.73 0.92 0.68 0.88 0.85 0.68345 0.98 0.91 1.00 0.77 1.00 0.72 0.94 0.90 0.72360 1.00 0.92 0.79 0.74 0.96 0.92 0.73390 0.96 0.82 0.77 1.00 0.95 0.75430 1.00 0.86 0.80 1.00 0.78500 0.93 0.87 0.84575 1.00 0.94 0.89600 0.96 0.91645 1.00 0.95680 0.97715 1.00

See notes below.

EdgeDist.Cact

(mm)

Rod 10 12 16 20 24 27 30Rebar 12 16 20 25 28 32E 89 108 108 127 127 171 171 229 229 257 257 286 286Ccr 133 162 203 191 254 257 305 343 406 457 387 429 508Cmin 44 44 44 44 44 44 44 44 44 70 70 70 70fcmin 0.29 0.20 0.16 0.13 0.10 0.13 0.10 0.08 0.08 0.08 0.14 0.14 0.14

44 0.29 0.20 0.16 0.13 0.10 0.13 0.10 0.08 0.0870 0.49 0.37 0.30 0.28 0.21 0.23 0.19 0.16 0.14 0.08 0.14 0.14 0.14100 0.73 0.58 0.45 0.46 0.34 0.36 0.29 0.25 0.22 0.15 0.22 0.21 0.20135 1.00 0.82 0.64 0.67 0.49 0.50 0.41 0.36 0.31 0.23 0.32 0.30 0.27165 1.00 0.80 0.85 0.62 0.62 0.52 0.45 0.39 0.31 0.40 0.37 0.33190 0.93 1.00 0.73 0.73 0.60 0.53 0.45 0.37 0.47 0.43 0.38205 1.00 0.79 0.79 0.66 0.57 0.49 0.40 0.51 0.46 0.41225 0.88 0.87 0.72 0.64 0.54 0.45 0.56 0.51 0.44255 1.00 0.99 0.83 0.73 0.62 0.52 0.64 0.58 0.50260 1.00 0.85 0.74 0.63 0.53 0.66 0.60 0.51280 0.91 0.81 0.68 0.58 0.71 0.64 0.55305 1.00 0.88 0.74 0.64 0.78 0.70 0.60345 1.00 0.84 0.73 0.89 0.80 0.68390 0.96 0.84 1.00 0.91 0.77405 1.00 0.88 0.94 0.80430 0.94 1.00 0.85460 1.00 0.91485 0.95510 1.00

*

*

1. E = Embedment depth (mm).2. Cact = actual edge distance at which anchor is installed (mm).3. Ccr = critical edge distance for 100% load (mm).4. Cmin = minimum edge distance for reduced load (mm).5. fc = adjustment factor for allowable load at actual edge distance.6. fccr = adjustment factor for allowable load at critical edge distance.

fccr is always = 1.00.7. fcmin = adjustment factor for allowable load at minimum edge

distance.8. fc = fcmin + [(1 - fcmin) (Cact - Cmin) / (Ccr - Cmin)].

*See TABLE ICON SYSTEM for an explanation of the load table icons


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◆ SPACING TENSION (fs)

◆ SPACING SHEAR (fs)

Sact

(mm)

Rod 10 12 16 20 24 27 30Rebar 12 16 20 25 28 32E 89 108 152 127 238 171 286 229 381 229 429 257 286 476Scr 356 432 610 508 953 686 1143 914 1524 914 1715 1029 1143 1905Smin 44 54 76 64 121 86 143 114 191 114 216 130 143 238fsmin 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89

44 0.8955 0.89 0.8965 0.90 0.89 0.8975 0.90 0.90 0.89 0.8985 0.90 0.90 0.89 0.90 0.89115 0.91 0.91 0.90 0.90 0.90 0.89 0.89120 0.92 0.91 0.90 0.90 0.89 0.90 0.89 0.89130 0.92 0.91 0.90 0.91 0.89 0.90 0.89 0.89 0.89145 0.93 0.92 0.90 0.91 0.89 0.90 0.89 0.89 0.89 0.89 0.89190 0.94 0.93 0.91 0.92 0.90 0.91 0.90 0.90 0.89 0.90 0.90 0.90215 0.95 0.94 0.92 0.93 0.90 0.91 0.90 0.90 0.89 0.90 0.89 0.90 0.90240 0.96 0.94 0.92 0.93 0.91 0.92 0.90 0.91 0.89 0.91 0.89 0.90 0.90 0.89355 1.00 0.98 0.95 0.96 0.92 0.94 0.91 0.92 0.90 0.92 0.90 0.92 0.91 0.90430 1.00 0.96 0.98 0.93 0.95 0.92 0.93 0.91 0.93 0.91 0.93 0.92 0.90510 0.98 1.00 0.94 0.97 0.93 0.94 0.92 0.94 0.91 0.94 0.93 0.91610 1.00 0.95 0.99 0.94 0.96 0.92 0.96 0.92 0.95 0.94 0.91685 0.96 1.00 0.95 0.97 0.93 0.97 0.92 0.96 0.95 0.92915 0.99 0.97 1.00 0.95 1.00 0.94 0.99 0.97 0.93955 1.00 0.98 0.95 0.94 0.99 0.98 0.941030 0.99 0.96 0.95 1.00 0.99 0.941145 1.00 0.97 0.96 1.00 0.951525 1.00 0.99 0.971715 1.00 0.991905 1.00

See notes below.

Sact

(mm)

Rod 10 12 16 20 24 27 30Rebar 12 16 20 25 28 32E 89 108 127 171 229 257 286Scr 133 162 191 257 343 387 429Smin 44 54 64 86 114 130 143fsmin 0.83 0.83 0.83 0.83 0.83 0.83 0.83

44 0.8355 0.85 0.8365 0.87 0.85 0.8385 0.91 0.88 0.86 0.83115 0.96 0.93 0.90 0.86 0.83130 0.99 0.95 0.92 0.87 0.84 0.83135 1.00 0.96 0.93 0.88 0.85 0.83145 0.97 0.94 0.89 0.85 0.84 0.83165 1.00 0.97 0.91 0.87 0.85 0.84190 1.00 0.93 0.89 0.87 0.86260 1.00 0.94 0.92 0.90345 1.00 0.97 0.95390 1.00 0.98430 1.00

Load-Adjustment Factors for ET Epoxy-Tie® Adhesive in Normal-Weight Concrete: Spacing, Tension and Shear Loads

How to use these charts:1. The following tables are for reduced spacing.2. Locate the anchor size to be used for either a tension and/or shear load application.3. Locate the embedment (E) at which the anchor is to be installed.4. Locate the spacing (Sact) at which the anchor is to be installed.5. The load-adjustment factor (fs) is the intersection of the row and column.

6. Multiply the allowable load by the applicable load-adjustment factor.7. Reduction factors for multiple spacings are multiplied together.8. Adjustment factors do not apply to allowable steel strength values.9. Adjustment factors are to be applied to allowable Tension Load Based on Bond Strength values or allowable Shear Load Based on Concrete Edge Distance values only.

*

*

1. E = Embedment depth (mm).2. Sact = actual spacing distance at which anchors

are installed (mm).3. Scr = critical spacing distance for 100% load (mm).4. Smin = minimum spacing distance for reduced load (mm).5. fs = adjustment factor for allowable load at actual spacing distance.6. fscr = adjustment factor for allowable load at critical spacing distance.

fscr is always = 1.00.7. fsmin = adjustment factor for allowable load at minimum spacing distance.8. fs = fsmin + [(1 - fsmin) (Sact - Smin) / (Scr - Smin)].



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EDT22S features a solid steel body for ultimate strength and durability. The handle is positioned under the cartridge for balance and ease of use. The drive mechanism is released by pushing forward on the drive handle. Cartridges “ snap-lock” into position.

The EDT22AP is for high volume jobs. It has an ergonically designed nylon reinforced handle complete with fl ow rate adjustment. This lightweight tool (2.73 kg) also features a power piston return.

Mixing nozzles are designed for the proper proportioning and mixing of Epoxy-Tie adhesive formulations. Use only appropriate Simpson Strong-Tie mixing nozzle in accordance with Simpson Strong-Tie instructions.

Adhesive Retaining Caps make overhead and horizontal installation easier by preventing the adhesive from running out of the hole. They also center the rod in the hole, making them ideal for applications where precise anchor placement is required.

Brushes are used for cleaning the drilled holes prior to adhesive anchor installation. Brushes have a twisted wire handle with nylon bristles

www.strongtie.comwww.strongtie.cn

© 2010 Simpson Strong-Tie® ASIA LTDPrinted in HK F-ET22-MetricS 1-ASIA 10/10

Simpson Strong-Tie (Beijing) Co., Ltd.

Suite 2609, GoldenTowerNo. 1 Xibahe Road (S) Chaoyang District Beijing 100028, ChinaTel: (86) 10 6440 3840Fax: (86) 10 6440 3931

Simpson Strong-Tie Asia Ltd.

3/F Cambridge House, #301Taikoo Place, 979 King’s Road Quarry Bay, Hong KongTel: (852) 3511 1888Fax:(852) 3511 1889

ME Warehouse&Office

Warehouse No.35, LIU 15Street 710, Round About No. 7Jebel Ali Free ZoneP.O.Box 262983 Jebel AliDubai, UAETel: (971) 4 8702 100Fax: (971) 4 8870 727

Simpson Strong-Tie is an ISO 9001-2000 registered company. ISO 9001-2000 is an internationally-recognized quality assurance system which lets our domestic and international customers know that they can count on the consistent quality of Simpson Strong-Tie’s products and services

Screens are used in hollow base material applications to contain adhesive around the anchor and prevent it from running into voids. Simpson screens are specifi cally designed to work with ET adhesive in order to precisely control the amount of adhesive that passes through the mesh. Contact Simpson for further information and sizes

EDT22S - Manual Dispensing Tool EDT22AP - Pneumatic Dispensing Tool

EMN22i - Mixing Nozzle

ARC -Adhesive Retaining Caps

ETB - Hole Cleaning Brushes ETS - Plastic Screens Tubes

ACCESSORIES FOR ET22:

In the Specs – On the Job – At Your Service™

WEDGE ANCHORTHROUGHBOLT WA

NEW METRIC DIAMETERS

ETA Approved

2

Anchor Systems

WEDGE ANCHOR Throughbolt WA

For simple and economical applications.

FUNCTION:Application of the installation torque draws the cone end of the stud into the expansion clip. The expansion clip expands and develops a frictional grip with the sidewalls of the hole. This gives the anchor its resistance to tension loads.

BENEFITS: • Economical anchor for medium-duty loads• Approved for use in non-cracked concrete

MATERIAL:• Carbon steel, zinc plated and blue passivated

BASE MATERIAL:Non-cracked concrete: C20/25 to C50/60

APPROVALS: ETA-11/0080 - Option 7: M8-M16, carbon steel, zinc plated

APPLICATIONS:• Steel construction • Facades • Railing • Cable trays • Brackets • Ladders

PRODUCT DESCRIPTION:The wedge anchor is installed through the fi xture.Torquing draws the cone end of the stud into the expansion clip. The expansion clip expands and develops a frictional grip with the sidewalls of the hole.

Throughbolt WA with hex nut, sleeve and washer

Drill hole Clean hole (blowing)

Insert anchor through fixture

Apply recommended fastening torque with a calibrated torque-wrench

Throughbolt WA

INSTALLATION:Throughbolt WA Installation Information and Additional Data:

Anchor TypeBolt

Anchor Type

6-40 8-45 10-50 12-65 16-80

Maximum total length L [mm] 120 165 220 220 220

Drill hole diameter do [mm] 6 8 10 12 16

Cutting diameter at theupper tolerance limit(max. diameter drill bit)

dcut,max [mm] 6.45 8.45 10.45 12.50 16.50

Effective embedment depth hef [mm] 40 45 50 65 80

Depth of drilled hole to deepest point h1 [mm] 55 65 70 90 110

Diameter of clearance hole in the fi xture df [mm] 7 9 12 14 18

Maximum thickness of fi xture tfi x,max [mm] 65 100 140 120 95

Installation torque Tinst [Nm] 8 15 30 50 100

Width across fl ats SW [mm] 10 13 17 19 24

Minimum thickness of concrete member hmin [mm] 100 100 100 130 160

Minimum allowable spacing smin [mm] 30 40 50 70 90

Minimum allowable edge distance cmin [mm] 40 40 50 70 90

3

Anchor Systems

WEDGE ANCHOR Throughbolt WA

Carbon steel, zinc plated

With hex nut and washerMaterial: Carbon steel, zinc plated and blue passivated

Model SKU NameETA

Approved●

Thread Size

Ø×Depth of

Drilled Hole

Max. Fixture Thickness

Ø Fixture Hole

Eff. Em-bedment

DepthLength Weight Quantity

do x h1 tfix df hef L [kg/ 1000pcs]

CTN BOX[mm] [mm] [mm] [mm] [mm] [mm] [pcs] [pcs]

WA 6/5 (M6 x 60) WA06060 ● M66 x 55

57 40

60 14 500 100WA 6/20 (M6 x 75) WA06075 ● M6 20 75 16.4 500 100WA 6/30 (M6 x 85) WA06085 ● M6 30 85 18.1 500 100WA 8/5 (M8 x 68) WA08068 ● M8

8 x 65

5

9 45

68 28.4 250 50WA 8/20 (M8 x 83) WA08083 ● M8 20 83 33.0 250 50WA 8/30 (M8 x 93) WA08093 ● M8 30 93 36.1 200 50WA 8/50 (M8 x 113) WA08113 ● M8 50 113 42.2 200 50WA 8/100 (M8 x 163) WA08163 ● M8 100 163 57.5 200 50WA 10/10 (M10 x 83) WA10083 ● M10

10 x 70

10

12 50

83 56.1 200 50WA 10/20 (M10 x 93) WA10093 ● M10 20 93 61 200 50WA 10/30 (M10 x 103) WA10103 ● M10 30 103 65.8 200 50WA 10/50 (M10 x 123) WA10123 ● M10 50 123 75.5 200 50WA 10/100 (M10 x 173) WA10173 ● M10 100 173 99.6 100 50WA 12/05 (M12 x 85) WA12085 - M12

12 x 90

-

14 65

85 84.4 125 25WA 12/10 (M12 x 109) WA12109 ● M12 10 109 101.4 100 25WA 12/30 (M12 x 129) WA12129 ● M12 30 129 115.4 100 25WA 12/50 (M12 x 149) WA12149 ● M12 50 149 129.6 100 25WA 12/100 (M12 x 199) WA12199 ● M12 100 199 164.7 50 25WA 12/120 (M12 x 219) WA12219 ● M12 120 219 178.8 50 25WA 12/160 (M12 x 259) WA12259 - M12 160 259 225.6 40 20WA 16/05 (M16 x 110) WA16110 - M16

16 x 110

-

18 80

110 190 80 20WA 16/30 (M16 x 151) WA16151 ● M16 30 151 243.4 40 20WA 16/50 (M16 x 171) WA16171 ● M16 50 171 269.6 40 20WA 16/80 (M16 x 201) WA16201 ● M16 80 201 308.9 20 10WA 16/100 (M16 x 221) WA16221 - M16 100 221 362.2 20 10WA 16/140 (M16 x 261) WA16261 - M16 140 261 420.2 20 10WA 20/05 (M20 x 120) WA20120 - M20

20 x 130-

22 100120 332.8 40 10

WA 20/30 (M20 x 173) WA20173 - M20 30 173 441.1 40 10WA 20/120 (M20 x 263) WA20263 - M20 120 263 652.3 20 10

Throughbolt WAggg

ETA-11/0080 ETAG 001-1 Option 7

M6 - M16

4

Anchor Systems

WEDGE ANCHOR Throughbolt WA TECHNICAL DATA

Carbon Steel, zinc platedRecommended loads for single anchors with no influencing edge distance or spacings. Loads are calculated using partial safety factors fromETAG 001 and the characteristic anchor and installation data from this flyer.

Material: Carbon steel, zinc platedThread size M6 M8 M10 M12 M16 M20 5)

Effective embedment depth (hef) [mm] 40 45 50 65 80 100Model WA 6/… WA 8/… WA 10/… WA 12/… WA 16/… WA 20/…

Recommended tension loads 1)

NrecNon-cracked concrete 3)

C20/25 [kN] 4.3 5.7 7.6 12.6 17.2 19.9C30/37 [kN] 4.6 7.0 9.3 15.4 21.0 19.9C40/50 [kN] 5.0 8.1 10.7 17.8 24.3 19.9C50/60 [kN] 5.3 8.9 11.8 19.5 26.7 19.9

Recommended shear load 1）2）

VrecNon-cracked concrete 3)

C20/25 [kN] 3.4 5.4 8.5 14.3 26.9 26.7C30/37 [kN] 3.4 5.4 9.7 14.3 26.9 26.7C40/50 [kN] 3.4 5.4 9.7 14.3 26.9 26.7C50/60 [kN] 3.4 5.4 9.7 14.3 26.9 26.7

Recommended bending moments 1）

Mrec - [Nm] 6.5 16.1 32.1 56.1 133.0 228.1

Spacings, edge distances and member thicknessesEffective embedment depth hef [mm] 40 45 50 65 80 100Characteristic spacing 4) scr,N [mm] 120 135 150 195 240 300Minimum spacing smin [mm] 30 40 50 70 90 120Characteristic edge distance 4) ccr,N [mm] 60 67.5 75 97.5 120 150Minimum edge distance cmin [mm] 40 40 50 70 90 120Minimum member thickness hmin [mm] 100 100 100 130 160 200

Installation dataDrill hole diameter d0 [mm] 6 8 10 12 16 20Drill hole depth h1 [mm] 55 65 70 90 110 130Clearence hole in the fixture df [mm] 7 9 12 14 18 22Width across flats sw [mm] 10 13 17 19 24 30Installation torque Tinst [Nm] 8 15 30 50 100 200

Installed anchor

1) The recommended loads have been calculated using the partial safety factors for resistances stated in the pending ETA approval and an partial safety factor for actions of YF= 1.4. The permissible loads are valid for unreinforced concrete and reinforced concrete with a rebar spacing s 15 cm and reinforced concrete with a rebar spacing s 10 cm if the rebar = 10 mm or smaller.

2) The recommended shear loads are based on a single anchor without infl uencing concrete edges. For shear loads applied close to an edge (c 10×hef or 60d) concrete edge failure must be checked per ETAG 001, Annex C, design method A.

3) Concrete is considered non-cracked when the tensile tress within the concrete is σL + σR 0. In the absence of detailed verification σR = 3 N/mm2 can be assumed (σL equates the tensile stress within the concrete as a result of external loads, forces on anchors included).

4) If spacings or edge distances become smaller than the characteristic values (i.e. s scr,N and/or c ccr,N) a calculation per ETAG 001, Annex C, design method A must be performed.

For details, see ETA-11/0080 - Option 75) Not included in the approval ETA-11/0080 - Option 7


© 2011 Simpson Strong-Tie® ASIA LTDPrinted in HK 5/11 Expires 12/12



ME Warehouse&Office



TITEN HD® ANCHORHEAVY DUTY SCREW ANCHOR FOR CONCRETE AND MASONRYNEW METRIC DIAMETERS

2

The proprietary design of the threads on the Titen HD anchor hold the key to its performance. During installation, hardened cutting teeth at the tip of the anchor undercut the concrete allowing the rest of the threads to follow with very little friction. The result is a continuous mechanical interlock between the anchor and base material that requires little installation torque.

Save time and money with The One That Cuts™:• Cut Installation Time: No secondary setting or torquing is required. Just

drive it and you’re done. Install more anchors per hour and reduce labor costs.

• Cut Installation Torque: Testing shows that when compared with other screw-type anchors, the Titen HD anchor requires 50% less torque to be installed in concrete. The serrated teeth on the lead threads facilitate cutting, enabling the user to install the anchor faster with less fatigue.

• Cut Your Drill Bit Inventory: The Titen HD anchor requires NO SPECIAL DRILL BITS. It is designed to install in standard metric sized holes so there are no “matched tolerance” drill bits to purchase separately.

• Cut Down on Tools: Just an impact or socket wrench is all you need for installation. No need for separate tools to drive and set the anchor.

• Cut The Hassle of Removal: Since the Titen HD anchor is easy to remove, it is ideal for temporary anchoring or applications where fixtures may need to be moved. No torching or grinding required and no steel pieces are left in the concrete to corrode and stain.

• Cut Lost Washers and Protruding Studs: The hex washer head is designed to not require a separate washer and provides a clean installed appearance.

• Cut Inspection Hassles: Because it is not an expansion anchor, there are no installation torque requirements to verify with the Titen HD anchor. It also has the Simpson “=/ ” sign along with the anchor length and diameter stamped into the head, making post installation inspection a snap.

Superior performance:

• Higher Load Capacity: Rather than one expansion area, the Titen HD anchor has threads along the entire length of the anchor that undercut the base material to efficiently transfer the load.

• Vibration and Shock Resistance: The mechanical interlock of the threads and the ratchet teeth on the underside of the head help prevent the anchor from loosening in vibratory conditions. The Titen HD anchor has been tested to 12.6 million vibratory cycles with no performance reductions.

• Less Spacing and Edge Distance Required: The Titen HD anchor does not exert expansion forces on the base material. This means greater placement flexibility because anchors can be placed closer to each other or closer to the edge of the base material while maintaining performance.

• Proprietary Heat Treating Process: Creates superior surface hardness for cutting into the hardest of base materials, while at the same time maintaining the anchor’s ductility.

• Full Body Diameter: The diameter of the anchor body is equal to the nominal diameter of the anchor. That means that the body of a 16mm Titen HD is a full 16mm. This gives the Titen HD anchor higher shear values than other products which are often undersized. It also allows the Titen HD to be installed with commonly used metric drill bits.

• Easy Post-Installation Inspection: The head is stamped with the Simpson Strong-Tie “=/ ” sign and the anchor length in mm.

The Titen HD® Anchor Is Ideal for

• Structural Steel• Strut and Pipe Hangers• Junction Boxes and Control Panels• Machinery and Equipment• Tilt-up Panel Braces• Concrete Formwork and Bracing• Material Handling: Racking, Mezzanines, Conveyors• Access Equipment: Ladders, Staircases • Furniture and Storage• Safety Equipment: Guardrails, Railings, Fencing• Mudsills and Ledgers

Easy Post-Installation Inspection: The head is stamped with the Simpson “=/ ” sign and the anchor length in mm.

Proprietary Heat Treating Process: Creates superior surface hardness for cutting into the hardest of base materials, while at the same time maintaining the anchor’s ductility.

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TITEN HD® Heavy Duty Screw Anchor for Concrete and Masonry

3

Installation:Holes in metal fi xtures to be mounted should match the diameter range specifi ed in the table.

Caution: Oversized holes in the base material will reduce or eliminate the mechanical interlock of the threads with the

base material and will reduce the anchor’s load capacity. Use a Titen HD screw anchor one time only. Installing the anchor multiple times may result in excessive thread wear and reduce load capacity.

• Drill a hole in the base material using a carbide drill bit the same diameter as the nominal diameter of the anchor to be installed. Drill the hole to the specified embedment depth plus 12mm minimum to allow the thread tapping dust to settle and blow it clean using compressed air. Overhead installations need not be blown clean. Alternatively, drill the hole deep enough to accommodate embedment depth and dust from drilling and tapping.

• Insert the anchor through the fixture and into the hole.

• Tighten the anchor into the base material until the hex washer head contacts the fixture.

• If the anchor will not install completely, remove the anchor and assure that all dust has been evacuated or drill the hole deeper. Begin re-installation of the anchor by hand to prevent cross-threading.

• Do not use impact wrenches to install into hollow CMU.Reinstallation of Titen HD® screw anchor in Original Drilled Hole

Titen HD anchors may be removed and reinstalled in the original hole without reducing load capacity if the threads that were cut into the concrete during the original installation are followed. Start reinstallation of the anchor by hand to prevent cross-threading and a possible reduction in load capacity.

12.

Installation Sequence

Size(mm)

ModelNo.

Drill BitDia.(mm)

WrenchSize(mm)

Quantity

Per Inner Box

Per Carton

THD08 x 70 THD08070

8 13

50 200THD08 x 80 THD08080 50 200THD08 x 100 THD08100 50 200THD08 x 120 THD08120 50 100THD08 x 140 THD08140 50 100THD10 x 80 THD10080

10 15

50 200THD10 x 90 THD10090 50 200THD10 x 100 THD10100 50 200THD10 x 120 THD10120 50 100THD10 x 140 THD10140 50 100THD10 x 160 THD10160 50 100THD12 x 100 THD12100

12 18

20 80THD12 x 110 THD12110 20 80THD12 x 130 THD12130 20 80THD12 x 150 THD12150 20 80THD16 x 130 THD16130 16 24 10 40THD16 x 150 THD16150 10 40THD20 x 150 THD20150 20 30 5 20THD20 x 170 THD20170 5 10

1. Zinc plating meets ASTM B633, SC1.2. Length is measured from the underside of the head to the tip of the anchor.

Size(mm)

ModelNo.

Drill BitDia.(mm)

WrenchSize(mm)

Quantity

Per Inner Box

Per Carton

THD08 x 70 THD08070MG

8 13

50 200THD08 x 80 THD08080MG 50 200THD08 x 100 THD08100MG 50 200THD08 x 120 THD08120MG 50 100THD08 x 140 THD08140MG 50 100THD10 x 80 THD10080MG

10 15

50 200THD10 x 90 THD10090MG 50 200THD10 x 100 THD10100MG 50 200THD10 x 120 THD10120MG 50 100THD12 x 130 THD12130MG 12 18 20 80THD16 x 130 THD16130MG 16 24 10 40THD20 x 150 THD20150MG 20 30 5 20THD20 x 170 THD20170MG 5 10

1. Mechanical galvanizing meets ASTM B695, Class 65, Type 1. Not for use in highly corrosive or outdoor environments.

2. Other sizes available in MG finish by special order, contact Simpson Strong-Tie for details.

Titen HD® Anchor Product Data - Zinc Plated Titen HD Anchor Product Data - Mechanically Galvanized

12mm

Titen HDDiameter

(mm)

WrenchSize(mm)

Recommended Fixture

Hole Size Range(mm)

THD08 13 10 - 12

THD10 15 12 - 14

THD12 18 14 - 16

THD16 24 19 - 22

THD20 30 23 - 26

The max. fi xture holes are limited to the outside diameter of the anchor based on ETAG 001, Annex C.

Hole Dimensions

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*

Size (mm)

Drill Bit

Dia. (mm)

Embed. Depth (mm)

Critical Edge Dist. (mm)

Critical Spacing

Dist. (mm)

Tension Load *See TABLe ICon SYSTem for an explanation of the load table icons

f'c ≥ 20 MPa (2900 psi) Concrete

Ultimate (kN)

Allowable (kN)

THD08 8 65 64 128 22.0 5.5

THD10 10 75 80 160 26.7 6.7

THD12 12 95 96 192 40.0 10.0

THD16 16 115 128 256 59.7 14.9

THD20 20 135 160 320 80.4 20.1

See notes Below

Tension Loads for Metric Titen HD in Normal-Weight Concrete

*

Size (mm)

Drill Bit

Dia. (mm)

Embed. Depth (mm)

Critical Edge Dist. (mm)

Critical Spacing

Dist. (mm)

Shear Load *See TABLe ICon SYSTem for an explanation of the load table icons

f'c ≥ 20 MPa (2900 psi) Concrete

Ultimate (kN)

Allowable (kN)

THD08 8 65 96 128 21.7 5.4

THD10 10 75 120 160 34.6 8.6

THD12 12 95 144 192 52.4 13.1

THD16 16 115 192 256 90.0 22.5

THD20 20 135 240 320 125.8 31.5

1. The allowable loads listed are based on a safety factor of 4.0.2. Allowable 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.4. The minimum concrete thickness is 1.5 x times the embedment depth.

Shear Loads for Metric Titen HD in Normal-Weight Concrete

TABLE ICON SYSTEM



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Load-Adjustment Factors for Titen HD® Anchors in Normal-Weight Concrete: Edge Distance, Tension and Shear Loads

1. The following tables are for reduced edge distance. 2. Locate the anchor size to be used for either a tension and/or shear load application. 3. Locate the anchor embedment (e) used for either a tension and/or shear load application.

How to use these charts:

*

4. Locate the edge distance (Cact) at which the anchor is to be installed. 5. The load adjustment factor (fc) is the intersection of the row and column. 6. multiply the allowable load by the applicable load adjustment factor(s). 7. reduction factors for multiple edges are multiplied together.

Edge Dist. Cact

(mm)

Dia. THD08 THD10 THD12 THD16 THD20 *See TABLe ICon SYSTem for an explanation of the load table icons

E 65 75 95 115 135Ccr 65 80 95 130 160Cmin 45 45 45 45 45fcmin 0.70 0.70 0.55 0.55 0.45

45 0.70 0.70 0.55 0.55 0.4555 0.85 0.79 0.64 0.60 0.5065 1.00 0.87 0.73 0.66 0.5575 0.96 0.82 0.71 0.5980 1.00 0.87 0.74 0.6285 0.91 0.76 0.6495 1.00 0.81 0.69110 0.89 0.76120 0.95 0.81130 1.00 0.86140 0.90150 0.95160 1.00

See notes Below

Edge Distance Tension (fc)

Edge Dist. Cact

(mm)

Dia. THD08 THD10 THD12 THD16 THD20

The tabled adjustment values (fc) have been calculated using the following information:1. e = embedment depth (mm).2. Cact = actual edge distance at

which anchor is installed (mm).3. Ccr = critical edge distance for

100% load (mm).4. Cmin = minimum edge distance

for reduced load (mm).5. fc = percent of allowable load at

actual edge distance.6. fccr = percentage of allowable load

at critical edge distance. fccr is always = 1.00.

7. fcmin = percent of allowable load at minimum edge distance.

8. fc = fcmin + [(1 - fcmin) (Cact - Cmin) / (Ccr - Cmin)].

E 65 75 95 115 135Ccr 95 120 145 190 240Cmin 45 45 45 45 45fcmin 0.20 0.20 0.18 0.16 0.12

45 0.20 0.20 0.18 0.16 0.1255 0.36 0.31 0.26 0.22 0.1765 0.52 0.41 0.34 0.28 0.2175 0.68 0.52 0.43 0.33 0.2685 0.84 0.63 0.51 0.39 0.3095 1.00 0.73 0.59 0.45 0.35110 0.89 0.71 0.54 0.41120 1.00 0.80 0.59 0.46145 1.00 0.74 0.57165 0.86 0.66190 1.00 0.77215 0.89240 1.00

Edge Distance Shear (fc)*

6

Load-Adjustment Factors for Titen HD® Anchors in Normal-Weight Concrete: Spacing, Tension and Shear Loads

1. The following tables are for reduced spacing. 2. Locate the anchor size to be used for either a tension and/or shear load application.3. Locate the anchor embedment (E) used for either a tension and/or shear load application.

How to use these charts:4. Locate the spacing (Sact) at which the anchor is to be installed.5. The load adjustment factor (fs) is the intersection of the row and column.6. Multiply the allowable load by the applicable load adjustment factor(s).7. Reduction factors for multiple spacings are multiplied together.

*

SpacingSact

(mm)

Dia. THD08 THD10 THD12 THD16 THD20 *See TABLE ICON SYSTEM for an explanation of the load table icons

E 65 75 95 115 135Scr 130 160 195 255 320Smin 35 40 50 65 80fsmin 0.55 0.55 0.62 0.68 0.70

35 0.5540 0.57 0.5550 0.62 0.59 0.6265 0.69 0.64 0.66 0.6880 0.76 0.70 0.70 0.71 0.70100 0.86 0.78 0.75 0.74 0.73130 1.00 0.89 0.83 0.79 0.76160 1.00 0.91 0.84 0.80195 1.00 0.90 0.84255 1.00 0.92320 1.00

See Notes Below

Spacing Tension (fs)

SpacingSact

(mm)

Dia. THD08 THD10 THD12 THD16 THD20E 65 75 95 115 135Scr 130 160 195 255 320Smin 35 40 50 65 80fsmin 0.75 0.75 0.75 0.75 0.75

35 0.7540 0.76 0.7550 0.79 0.77 0.7565 0.83 0.80 0.78 0.7580 0.87 0.83 0.80 0.77 0.75100 0.92 0.88 0.84 0.80 0.77130 1.00 0.94 0.89 0.84 0.80160 1.00 0.94 0.88 0.83195 1.00 0.92 0.87255 1.00 0.93320 1.00

Spacing Shear (fs)*

The tabled adjustment values (fs) have been calculated using the following information:1. E = Embedment depth (mm).2. Sact = actual spacing distance at which anchors are installed(mm).3. Scr = critical spacing distance for 100% load (mm).4. Smin = minimum spacing distance for reduced load (mm).5. fs = adjustment factor for allowable load at actual spacing distance.6. fscr = adjustment factor for allowable load at critical spacing distance. fscr is always = 1.00.7. fsmin = adjustment factor for allowable load at minimum spacing distance.8. fs = fsmin + [(1 - fsmin)(Sact - Smin) / (Scr - Smin)].

This core shows how the Titen HD anchor undercuts the base material

Tested to 12.6 million vibratory cycles with no reduction in performance

Can be bent to a right angle (90 degrees) and remain intact without snapping or breakage. In warehouse

settings, the Titen HD anchor is able to resist the force of a forklift hit better than a wedge anchor

Simpson Strong-Tie is an ISO 9001-2000 registered company. ISO 9001-2000 is an internationally-recognized quality

assurance system which lets our domestic and international customers know that they can count on the consistent quality of

Simpson Strong-Tie’s products and services.

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© 2010 Simpson Strong-Tie® ASIA LTDPrinted in HK F-THD-ASIA 10/10


Suite 2609, GoldenTowerNo. 1 Xibahe Road (S) Chaoyang District Beijing 100028, ChinaTel: (86) 10 6440 3840Fax: (86) 10 6440 3931



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Drop-In AnchorInternally Threaded Expansion Shell Anchor

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DROP-IN ANCHOR Internally Threaded Expansion Shell Anchor

Drop-In

AnchorComponent

Component MaterialZinc Plated

Carbon Steel Stainless Steel

AnchorBody

AISI 1008Grade 1008 Type A4

ExpanderPlug

AISI 1008Grade 1008 Type A4

Thread Course Course

MATERIAL SPECIFICATIONS:

Drop-in anchors are internally threaded, deformation controlled expansion anchors with a preassembled expander plug, suitable for fl ush mount applications in solid base materials. The anchor is set by driving the expansion plug towards the bottom of the anchor using the setting tool.

The Lipped Drop-In (DIAL) features a lip at the top of the anchor body that keeps the top of the anchor fl ush with the concrete. This eliminates the need for precisely drilled hole depths and allows for easier fl ush installation, consistent embedment and uniform rod lengths.

MATERIAL:

Carbon and A4 Stainless steel (DIAL1030 available in zinc plated carbon steel only)

FINISH:

Carbon steel: Zinc plated

INSTALLATION:

Drill a hole in the base material using the proper diameter carbide • drill bit as specifi ed in the table. Drill the hole to the specifi ed embedment depth plus 3 to 5mm for fl ush mounting. Blow the hole clean using compressed air. Overhead holes do not need to be blown clean.

CAUTION- oversize holes will make it diffi cult to set the anchor and will reduce the anchor’s load capacity.

Insert anchor into hole. Tap with hammer until fl ush against the • surface.

Using the proper sized Drop-In setting tool (DIAST); drive the • expander plug towards the bottom of the anchor until shoulder of setting tool makes contact with the top of the anchor.

TEST CRITERIA:

The Drop-In anchor has been tested in accordance with ASTM E488 Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements.

INSTALLATION SEQUENCE:

3mm

Lipped Drop-In

Standard Setting Tool

Model No. Use With Box Qty.

DIAST06 DIA06 10DIAST08 DIA08 10DIAST10 DIA10 10DIAST12 DIA12 10DIAST16 DIA16 5DIAST20 DIA20 5

1. Setting tools sold separately except for DIAL1030.2. Setting tools for use with cabon steel and stainless steel Drop-In anchors.

Drop-In Anchor Setting Tool Product Data

3

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Drop-InAnchor

Model No. SizeDrill Bit

Diameter (mm)

Anchor Length(mm

Thread Length (mm)

Quantity

Box Ctn.

DIA06A4 M6 8 25 10 100 500

DIA08A4 M8 10 30 13 100 500

DIA10A4 M10 12 40 16 50 250

DIA12A4 M12 16 50 21 50 200

DIA16A4 M16 20 65 30 25 100

DIA20A4 M20 25 80 30 20 80

Drop-In Anchor Product Data Material/Finish - Carbon steel, Electro Zinc Plated

Drop-In Anchor Product Data Material/Finish - A4 Stainless Steel

Model No. SizeDrill Bit

Diameter (mm)

Anchor Length(mm)

Thread Length (mm)

Quantity

Box Ctn.

DIA06 M6 8 25 10 100 500

DIA08 M8 10 30 13 100 500

DIA10 M10 12 40 16 50 250

DIAL1030 M10 12 30 11 100 500

DIA12 M12 16 50 21 50 200

DIA16 M16 20 65 30 25 100

DIA20 M20 25 80 30 20 80

1. A dedicated setting tool is included with each box of the DIAL10302. Carbon steel, electro zinc plated anchors are limited to dry interior use Lipped Drop-In

Size(mm)

DrillBit

Diameter(mm)

Embed. Depth (6)

(mm)


CriticalSpacing

(mm)

Tension Load Shear Load

f'c ≥ 20 MPa (2900 psi) f'c ≥ 20 MPa (2900 psi)Ultimate

(kN)Allowable

(kN)Ultimate

(kN)Allowable

(kN)

6 8 25 85 100 7.1 1.8 6.9 1.7

8 10 30 110 120 10.2 2.6 10.1 2.5

10 (5) 12 30 140 120 11.0 2.7 10.1 2.5

10 12 40 140 160 14.0 3.5 10.1 2.5

12 16 50 170 200 21.1 5.3 32.5 8.1

16 20 65 225 260 29.6 7.4 47.6 11.9

20 25 80 280 320 40.4 10.1 77.5 19.4

1. The allowable loads listed are based on a safety factor of 4.0.2. Allowable 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.4. The minimum concrete thickness is 1.5 x times the embedment depth.5. Loads are for carbon steel DIAL 1030 Lipped Drop-In only.6. Drill the hole to the specifi ed embedment depth plus 3 to 5mm for fl ush mounting.

Tension and Shear Loads for Metric Drop-In (Carbon and Stainless Steel) andMetric Lipped Drop-In (Carbon Steel) Anchors Installed in Normal-Weight Concrete

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1. The following tables are for reduced edge distance and spacing. 2. Locate the anchor size to be used for either a tension and/or shear load application.3. Locate the edge distance (Cact) or spacing (Sact) at which the anchor is to be installed.

How to use these charts:4. The load adjustment factor (fc or fs) is the intersection of the row and column.5. Multiply the allowable load by the applicable load adjustment factor.6. Reduction factors for multiple edges or spacing are multiplied together.


© 2010 Simpson Strong-Tie® ASIA LTDPrinted in BJ F-DIA-ASIA 6/10


Suite 2609, GoldenTower, No. 1 Xibahe Road (S) Chaoyang District, Beijing 100028, ChinaTel: (86-10) 6440 3840Fax: (86-10) 6440 3931



ME Warehouse&Offi ce

Warehouse No.35, LIU 15Street 710, Round About No. 7Jebel Ali Free ZoneP.O.Box 262983 Jebel AliDubai, UAE.Tel: (971-4) 8702100Fax: (971-4) 8870727

Load-Adjustment Factors for Drop-In (Carbon and Stainless Steel) and Lipped Drop-In (Carbon Steel) Anchors in Normal-Weight Concrete: Edge Distance and Spacing, Tension and Shear Loads

EdgeDist.Cact

(mm)

Size 6 8 10 12 16 20Ccr 85 110 140 170 225 280Cmin 40 55 70 85 110 140fcmin 0.65 0.65 0.65 0.65 0.65 0.65

40 0.6555 0.77 0.6560 0.81 0.6870 0.88 0.75 0.6575 0.92 0.78 0.6885 1.00 0.84 0.73 0.6595 0.90 0.78 0.69100 0.94 0.80 0.71110 1.00 0.85 0.75 0.65120 0.90 0.79 0.68130 0.95 0.84 0.71140 1.00 0.88 0.74 0.65145 0.90 0.76 0.66160 0.96 0.80 0.70170 1.00 0.83 0.73180 0.86 0.75190 0.89 0.78200 0.92 0.80225 1.00 0.86250 0.93280 1.00

See Notes Below

Edge Distance Tension (fc)

EdgeDist.Cact

(in.)

Size 6 8 10 12 16 20Ccr 85 110 140 170 225 280Cmin 40 55 70 85 110 140fcmin 0.45 0.45 0.45 0.45 0.45 0.45

40 0.45

1. Cact = actual edge distance at which anchor is installed (mm).2. Ccr = critical edge distance for 100% load (mm).3. Cmin = minimum edge distance for reduced load (mm).4. fc = adjustment factor for allowable load at actual edge distance.5. fccr = adjustment factor for allowable load at critical edge distance. fccr is

always = 1.00.6. fcmin = adjustment factor for allowable load at minimum edge distance.7. fc = fcmin + [(1 - fcmin) (Cact - Cmin) / (Ccr - Cmin)].

55 0.63 0.4560 0.69 0.5070 0.82 0.60 0.4575 0.88 0.65 0.4985 1.00 0.75 0.57 0.4595 0.85 0.65 0.51100 0.90 0.69 0.55110 1.00 0.76 0.61 0.45120 0.84 0.68 0.50130 0.92 0.74 0.55140 1.00 0.81 0.59 0.45145 0.84 0.62 0.47160 0.94 0.69 0.53170 1.00 0.74 0.57180 0.78 0.61190 0.83 0.65200 0.88 0.69225 1.00 0.78250 0.88280 1.00

Edge Distance Shear (fc)

*

*

*

Sact

(mm)

Size 6 8 10 (9) 10 12 16 20E 25 30 30 40 50 65 80Scr 100 120 120 160 200 260 320Smin 50 60 60 80 100 130 160fsmin 0.50 0.50 0.50 0.50 0.50 0.50 0.50

50 0.5060 0.60 0.50 0.5070 0.70 0.58 0.5880 0.80 0.67 0.67 0.5090 0.90 0.75 0.75 0.56100 1.00 0.83 0.83 0.63 0.50110 0.92 0.92 0.69 0.55120 1.00 1.00 0.75 0.60130 0.81 0.65 0.50140 0.88 0.70 0.54150 0.94 0.75 0.58160 1.00 0.80 0.62 0.50180 0.90 0.69 0.56200 1.00 0.77 0.63220 0.85 0.69240 0.92 0.75260 1.00 0.81280 0.88300 0.94320 1.00

1. E = Embedment depth (mm).2. Sact = actual spacing distance at which anchors are installed (mm).3. Scr = critical spacing distance for 100% load (mm).4. Smin = minimum spacing distance for reduced load (mm).5. fs = adjustment factor for allowable load at actual spacing distance.6. fscr = adjustment factor for allowable load at critical spacing distance.

fscr is always = 1.00.7. fsmin = adjustment factor for allowable load at minimum spacing

distance.8. fs = fsmin + [(1 - fsmin) (Sact - Smin) / (Scr - Smin)].9. M10 DIAL1030 Lipped drop-in anchor.

Spacing Tension and Shear (fs)

TABLE ICON SYSTEM



In the Spec - On the Job - At Your ServiceIn the Spec - On the Job - At Your ServiceTMTM

GAS CONCRETE NAILER

• STRUCTURAL • ECONOMICAL • FAST & EFFECTIVE

GCN150 GAS CONCRETE NAILER

Simpson Strong-Tie® Asia Ltd.www.simpsonanchors.com

© 2008 Simpson Strong-Tie® Asia Ltd. Printed in Hong KongS-SAS-GCNHK2008 Exp. 3/31/2010


China Offi ce:Suite 2609, Golden Tower, No.1 Xibahe Road (S), Chaoyang District,Beijing 100028, ChinaTel: 86-10-6440-3840Fax: 86-10-6440-3931

Gulf States Offi ce:19/F City Tower, #1903Sheikh Zayed Road,P.O. Box: 58126,Dubai, UAETel: (9714) 3313312Fax: (9714) 3313318

辛普森众泰建材商贸 (北京)有限公司: 中国北京市朝阳区西坝河南路 1号金泰大厦 2609 室邮编：100028电话：86-106440-3840传真：86-106440-3931

GFC34

The GCN150 gas actuated concrete nailer is a portable fastening tool for attaching light duty fi xtures such as drywall track, furring strips, hat track and angle track to concrete, steel, CMU and metal deck. The GCN150 has a portable gas fuel supply that does not require electrical cords or hoses. The GCN150 sets up quickly and offers maximum productivity. With a 500 shot per hour capacity and a pin jam release door, the GCN150 makes fastening pins fast and easy. Additional attributes include 2-step pin loading into the magazine, light and well balanced weight, a battery indicator light and a sure grip rubber handle pad.

Product Attributes:Fast: 40 pin magazine and 1,300 shot fuel cell for reduced • loading timeEasy to use: Automatic piston reset• Easy open jam release door• No operator’s license required• Portable: No hoses, cords, or external energy source required• Convenient: Simple 2-step pin loading, and open blade guide jam • releaseEasy load fuel compartment• No possibility of fi ring with no pins - when tool is down to last 2 • pins in the pin magazine, a “lock off” occurs

Key Fastening Applications:• Drywall track - to concrete, steel, CMU or metal deck• Furring strips - to concrete, steel or CMU• Plywood - to concrete, steel or CMU• Angle track - to concrete, steel or metal deck

Product Specifi cations:• Tool Dimensions: Length – 44cm, Width – 10.7cm, Height – 39cm• Weight: 3.73 kg• Magazine capacity: 42 pins• Average number of fasteners per fuel cell: 1,300• Average number of fastens per battery charge: 3,300• Average battery charge time: 2 hours• 2 batteries included with tool• Fastener type: Length – 12.7 to 38mm, Diameter – 2.6 to 3.0mm• Operating temperature: -7°C to 49 °C

Fuel CellThe GFC34 fuel cell is designed to work with the GCN150 gas actuated concrete nailer as well as with most major brand gas concrete nailer tools. The fuel cell offers 1,300 shots and can operate at temperatures as low as -7º C. Fuel cells are offered in 2 pack clamshells, and 1 fuel cell is included with each pack of 1,000 pins.

PinsGDP concrete pins are designed to work with the GCN150 gas actuated concrete nailer tool as well as with most major brand gas concrete nailer tools. The 10 strip patent-pending collation is design with break away plastic. The pins are designed for use in A36 steel, concrete and CMU block.

Model No. Description Pack Qty Packs/ Carton Compatible with these Tools

GFC34-RC2 (2) 34 gram fuel cells 2 6Simpson GCN150, others: TF1100, C3

Gas Fuel Cells for the GCN150

Model No. Length Qty Pins / pack +1 Fuel Cell

Packs/ Carton

Compatible with these Tools

GDP-50KT 12.7mm 1,000 5

Simpson GCN150, others: TF1100, C3

GDP-62KT 15.9mm 1,000 5 GDP-75KT 19.0mm 1,000 5 GDP-100KT 25.4mm 1,000 5 GDP-125KT 31.8mm 1,000 5 GDP-150KT 38.0mm 1,000 5

2.7mm Diameter Shank Drive Pins for the GCN150

GDP

POWDER ACTUATEDTOOLS


Hong Kong: (852) 3511 1880Dubai: (971) 4 3313312 www.simpsonanchors.com

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TITEN HD® for use with Holdowns

GENERAL PURPOSE TOOLS

High quality field tested designs

• Engineeredforhighuse,high reliabilityandlowmaintenance

• Maximumperformanceforthemoney

• Maximumvaluefortheremodeler totheheavyuser

PREMIUM TOOLS

Patented design allows for maximum Durability and simple field repairs

• Quickdisconnectdesignforthe easiestrepairsandmaintenance intheindustry

• Provendependability

• Adjustablepowerfor fasteningversatility

POWDER ACTUATED FASTENING SYSTEMS

PtP-27AL

Pt-25S

ThreefamiliesofSimpsonStrong-TieAnchorSystems® toolsprovideyouwithexactlythefeaturesyouneed:

MODULAR TOOLS

• Versatility:Modulartoolswillhandle avarietyofapplications

• Easytomaintainandrepairinthefield

PtM-27HD

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TITEN HD® for use with HoldownsPTP-27AL and PTP-27AS Premium Tools

Adjustable power increases versatility

FEATURES – PTP-27AL AND PTP-27AS: •Automaticfastening:justloadandshoot nomanualresettingofpistonrequired •Adjustablepowerforfasteningversatility: awiderrangeofpowerfromasinglestrip •Easydisassemblyforcleaningandmaintenance •Operatorcomfort:cushionedgrip,reducedrecoil andsounddampeningmufflerforquietoperation

SPECIFICATIONS – PTP-27AL: •Fastenerlength:14mm–62mm (14mm–102mmwashered) •Fastenertype:7.6mmheadedfastener •Firingaction:Automatic •Loadcaliber:.27striploads, brownthroughred(levels2-5) •Length:438mm •Weight:2.5kg

SPECIFICATIONS – PTP-27AS: •Fastenerlength:12mm–41mm (12mm–52mmwashered) •Fastenertype:7.6mm(.300")headedfastener •Firingaction:Automatic •Loadcaliber:.27striploads, BrownthroughRed(levels2-5) •Length:375mm •Weight:2.3kg

KEY FASTENING APPLICATIONS – PTP-27AL AND PTP-27AS: •Washered-pininstallation •ModelASforshorterpins ModelALforlongerpins •Insulationfastening •Formingwork

THE PTP-27AL AND PTP-27AS TOOLS ARE SOLD IN A RUGGED TOOL BOX COMPLETE WITH: •Operator’smanual •Spallsuppressor •Toolsfordisassembly •Safetyglasses/Earplugs •Cleaningbrushes •Operator’sexamandcautionsign •PaddedGloves

Common Repair Parts - PtP-27AL

Completetoolschematicsandpartslistavailableatwww.simpsonanchors.com.

Description ModelBaseplate PTP-730051CHNosepiece PTP-730056CHPiston PTP-730070CHPistonDisc PTP-730071CHRubberReturner PTP-730008RegulatorCoverScrew PTP-BN11288

RegulatorShockAbsorberAssembly PTP-720061

Description ModelBaseplate PTP-710051CHNosepiece PTP-710062CHPiston PTP-710072CHPistonDisc PTP-730071CHRubberReturner PTP-714008RegulatorCoverScrew PTP-BN11288

RegulatorShockAbsorberAssembly PTP-720061

Common Repair Parts - PtP-27AS

Completetoolschematicsandpartslistavailableatwww.simpsonanchors.com.

PtP-27AL

PtP-27AS

Patent Pending Quick Disconnect Baseplate

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TITEN HD® for use with HoldownsPT-27, PT-25S and PT-22 General Purpose Tools

FEATURES – PT-27, PT-25S AND PT-22: •Economicalproductivity •Reliabledesignoftheworld’smostpopulartools •Engineeredforcontinuoususe,highreliability andlowmaintenance

SPECIFICATIONS – PT-27: •Fastenerlength:14mm–62mm (72mm–102mmwashered) •Fastenertype:7.6mm(.300")headedfasteners, 6mm-20threadedstuds •Firingaction:Semi-automatic •Loadcaliber:.27striploads, BrownthroughRed(levels2–5) •Length:343mm •Weight:2.4kg

KEY FASTENING APPLICATIONS – PT-27: •Drywalltrack •Electricalapplications •Acousticalceilings •Angletrack •Framingmembers

SPECIFICATIONS – PT-25S: •Fastenerlength:12mmthru38mm •Fastenertype:7.6mm(.300")headedfasteners •Firingaction:Semi-automatic •LoadCaliber:.25Striploads, GreenthroughRed(levels3-5) •Length:292mm •Weight:2kg

KEY FASTENING APPLICATIONS – PT-25S: •Drywalltrack •Electricalapplications •Acousticalceilings •Angletrack •Framingmembers

SPECIFICATIONS – PT-22: •Fastenerlength:12mmthru63mm (76mm&102mmwashered) •FastenerType:7.6mm(.300")headedfasteners, or6mm-20threadedstuds •Firingaction:Singleshot •Loadcaliber:.22Single“A”crimp,Graythrough Yellow(levels1-4).Note:notforusewith22 caliberstraightwallloads •Length:352mm •Weight:1.9kg

KEY FASTENING APPLICATIONS – PT-22: •Electricalapplications •Acousticalceilings •Angletrack •Framingmembers

THE PT-27, PT-25S AND PT-22 TOOLS ARE SOLD IN A RUGGED TOOL BOX COMPLETE WITH: •Operator’smanual •Spallsuppressor •Toolsfordisassembly •Safetyglasses/earplugs •Cleaningbrushes •Operator’sexamandcautionsign

Pt-25S

Pt-22

Pt-27

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TITEN HD® for use with HoldownsPT-22GS and PT-22H General Purpose Tools

FEATURES – PT-22GS: •Singleshotfiring •Barreltriggerallowsforsafeandeasyoperation •Mediumdutytooldesignedforeaseofuse, lowmaintenanceandeconomy

SPECIFICATIONS – PT-22GS: •Fastenerlength:12mmthrough76mm (102mmwashered) •Fastenertype:7.6mm(.300")headedfasteners or6mm-20threadedstuds •Firingaction:Singleshot •Loadcaliber:.22Single“A”crimploads,Gray

throughYellow(levels1-4).Note:notforuse with.22caliberstraightwallloads

•Length:432mm •Weight:2.7kg

KEY FASTENING APPLICATIONS – PT-22GS: •Framingmembers •Furringstrips •Electricalboxes •Ceilingclips

the Pt-22GS-RB is packaged in a retail clamshell.

Pt-22GS barrel trigger allows for easier and safer fastening.

Pt-22GS

FEATURES – PT-22H: •Hammeractivated •Engineeredforlowmaintenanceandeconomy •Fourlevelsofpower:GraythroughYellowloads (levels1-4)

SPECIFICATIONS – PT-22H: •Fastenerlength:12mmthru76mm •Fastenertype:7.6mm(.300")headedfasteners or6mm-20threadedstuds •Firingaction:Single-shothammeractivated •Loadcaliber:.22Single“A”crimploads,Gray

throughYellow(levels1-4).Note:notforusewith.22caliberstraightwallloads

•Length:362mm •Weight:1.2kg

KEY FASTENING APPLICATIONS – PT-22H: •Remodeling •Maintenance •Electricians •Telecommunications the Pt-22H-RB comes packaged

in a retail clamshell.

Pt-22H

Pt-22H installation

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TITEN HD® for use with HoldownsPTM-27 and PTM-27HD Modular Tools

FEATURES – PTM-27 AND PTM-22HD: •Simpletomaintain:patentedmodulardesignallows forfieldmaintenanceandrepairsinminutes •Semi-automaticfiring •Operatorcomfort:shockabsorbingZytelhandle •Renewyourtool:exchangeawornoutorbroken parts-moduleandgetanewoneatasignificant discount.*(CallSimpsonStrong-Tieoryour SimpsonStrong-Tiedistributorfordetails) *Modulesmaycontainremanufacturedparts

SPECIFICATIONS – PTM-27: •Fastenerlength:12mmthru76mm •Fastenertype:7.6mm(.300")headedfasteners or6mm-20threadedstuds •Firingaction:Semi-automatic •LoadCaliber:.27Striploads, BrownthroughRed(levels2-5) •Length:336mm •Weight:2.3kg

KEY FASTENING APPLICATIONS – PTM-27: •Generalpurposefastening •Drywallandhattrack •Sillplateandformingwork •HVACandelectricalapplications

PtM-27

PtM-27HD

Description Model No.FiringModule PTM-FM1FiringModuleRetainingScrew PTM-01135Nosepiece PTM-01106HAPiston(withring) PTM-01112HAPistonRing PTM-01127PistonBuffer PTM-01114HAPistonResetCap PTM-031081

PistonResetPin PTM-01107PistonResetSpring PTM-031222

Common Repair Parts - PtM-27HD

Patented Modular design makes repairs quick and easy.

Patented Modular design makes repairs quick and easy.

SPECIFICATIONS – PTM-22HD: •Fastenerlength:12mmthru76mm •Fastenertype:10mmHeavydutydrivepins, .177shank,10mm-16threadedstuds or6mm-20threadedstuds •Firingaction:Semi-automatic •Loadcaliber:.27Striploads, BrownthroughPurple(levels2-6) •Length:375mm •Weight:2.5kg

KEY FASTENING APPLICATIONS – PTM-22HD: •Heavydutyfastening •Sillplatetosteel •10mmSprinklerfastenings

THE PTM-27, PTM-27D AND PT-22 TOOLS ARE SOLD IN A RUGGED TOOL BOX COMPLETE WITH: •Operator’smanual •Stopspall:PTM-SG1HA. •Spallsuppressor •Toolsfordisassembly •Safetyglasses/earplugs •Cleaningbrushes •Operator’sexamandcautionsign

Heavy Duty Stud Driver

Description Model No.Barrel PTM-01102FiringModule PTM-FM1FiringModuleRetainingScrew PTM-01135Nosepiece PTM-01106Nosepiece(highpower) PTM-01106WCPiston(withring) PTM-01112PistonRing PTM-01127PistonBuffer PTM-01114PistonResetCap PTM-031081

PistonResetPin PTM-01107PistonResetSpring PTM-031222

Common Repair Parts - PtM-27

1.ModelPTM-01108fortoolswithan"A"followingtheserialnumber.


3.Completetoolschematicsand partslistavailableat www.simpsonanchors.com.



3.Completetoolschematicsand partslistavailableat www.simpsonanchors.com.

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PCC

P27SL

Metric Fasteners

POWDER LOADS For Simpson Strong-Tie® Powder Actuated Tools

FASTENERS For Simpson Strong-Tie Powder Actuated Tools

Single Shot LoadsModel DescriptionP22AC1 .22cal-gray(level1) crimpP22Ac2 .22cal-brown(level2) crimpP22AC4 .22cal-yellow(level4) crimpP22LRSC4 .22cal-yellow(level4) straightwallP22LRSC5 .22cal-red(level5) straightwallP22LRSC6 .22cal-purple(level6) straightwallP7LRSC .22cal-gray(level7) straightwallP27LVL5 .27cal-red(level5) long

10 Shot Strip LoadModel DescriptionP25SL3 .25cal-green(level3)P25SL4 .25cal-yellow(level4)P25SL5 .25cal-red(level5)P27LVL5 .27cal-red(level5)P27SL3 .27cal-green(level3)P27SL4 .27cal-yellow(level4)P27SL5 .27cal-red(level5)

7.6mm Headed Fasteners with 3.7mm Diameter Shank with WasherModel Length Washer Dia.PDPW-75 21 19PDPW-100 26 19PDPW-125 32 19PDPW-150 38 19PDPW-200 51 19PDPW-250 63 19PDPW-300 76 19PDPWL-100 26 26PDPWL-125 32 26PDPWL-150 38 26PDPWL-200 51 26PDPWL-250 63 26PDPWL-300 76 26PDPWL-400 102 26PINW-125 32 37PINW-175 45 37PINW-250 63 37PINW-300 76 37

7.6mm Headed Fasteners with 4.5mm Diameter Shank with Washer

Model Length Washer Dia.PDPHWL-100 26 26PDPHWL-125 32 26PDPHWL-150 38 26PDPHWL-200 51 26PDPHWL-225 63 26PDPHWL-300 76 26

Conduit Clip- Preassembled7.6mm Headed Fasteners with 3.7mm Diameter Shank

Model Length Washer Dia.PCC50-DP125 32 13mmconduitPCC75-DP100 26 19mmconduit

Preassembled Ceiling Clips – 7.6mm Headed Fasteners with 3.7mm Diameter Shank

Model Length Washer Dia.PECLDP-100 26 compactPECLDP-125 32 compactPCLDP-100 26 —PCLDP-125 32 —

Model LengthPHSNA-16K 16knurledPHSNA-19 19PHSNA-19K 19knurledPHSNA-22 22PHSNA-27 27PHSNA-32 32PHSNA-37 37PHSNA-42 42PHSNA-47 47PHSNA-57 57PHSNA-72 72

P22AC

PDPWL

PDPHWL

PCLDP

*Note-availabilityofcertainmodelsmaybelimitedinyourarea,pleasecheckwithyourlocaldistributor


PHSNA

Collated7.6mm Headed Fasteners with 3.7mm Diameter Shank

PECLDP

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Fastened Material Base Material FastenerLength

Strip Load.27 cal.

Timber(50mmthick)

Concrete 62mm Yellow

Concrete 72mm Red

CementBlock 62mm Yellow

Steel(5mm–6mm) 52mm Yellow

Steel(6mm–8mm) 52mm Red

Timber(25mmthick)

Plywood(19mmthick)


CementBlock 37mm Yellow

Steel(5mm–6mm) 32mmwashered Yellow

Steel(6mm–8mm) 32mmwashered Red

MetalFixtures(ElectricalBoxes,etc)


CementBlock 27mm Green



ConduitClips(EMTC,BXstraps,etc.)





DrywallTrack

Concrete 19mm Green


Steel(5mm–6mm) 16mmknurled Yellow

Steel(6mm–8mm) 16mmknurled Red

Application Guide: Selecting Fasteners and Loads for typical ApplicationsGeneral Notes

1.Averagepinembedmentintoconcreteis19mm-32mm.

2.Todeterminepinlengthforconcrete:addfixture thicknessandembedmentdepths.

3.Todeterminepinlengthforsteelapplications:addfixturethicknessplussteelthicknessplus19mm. Gettingthepointtopassthroughsteel19mm maximizesholdingstrength.

4.Whenselectingaloadpowerlevel,itisrecommendedtomakeatestfasteningwiththelowestpowerlevel. Ifthepowderloaddoesnotsetthefastener,trythe nexthighestload,andsoon,untilthefastenerisproperlyset.

TOOL REPAIR AND MAINTENANCE For Simpson Strong-Tie® Powder Actuated Tools

www.simpsonanchors.com

©2008SimpsonStrong-TieCompanyInc.

F-SAS-PAtASIA08 4/08 exp.6/12

IN THE SPECSON THE JOB

AT YOUR SERVICE™

SimpsonStrong-Tieoffersafulllineofanchors,adhesives,P.A.T.anddrillbitsforallofyouranchoringandfasteningapplications.Visitourwebsiteorrequestourfulllinecatalogforcompleteinformation.

This flier reflects information available as of March 1, 2008. This information is updated periodically; contact Simpson Strong-Tie for limited warranty and current product information.

ASIA SALES OFFICESimpsonStrong-Tie®AsiaLtd.301CambridgeHouse,TaikooPlace979King’sRd.QuarryBay HongKongphone:852-3511-1880fax:852-3511-1889

MIDDLE EASt OFFICE19/FCityTower2#1903 SheikZayedRoadDubaiUAEphone:(971)43313312fax:(971)43313318

Metric Fasteners

8mm Headed Fasteners with 3.7mm Diameter Shank

Model LengthPHN-27 27PHN-32 32

7.6mm Headed Fasteners with 3.7mm Diameter Shank

Model LengthPDP-50 12PDP-75 21PDP-100 26PDP-125 32PDP-150 38

5mm Concrete Forming PinModel LengthPKP-250 621/4"-20threadedstuds —PSLV4-5075 18PSLV4-50125 32

7.6mm Headed Fasteners with 4.5mm Diameter Shank

Model LengthPDPH-50 12PDPH-62K 16mmknurledPDPH-100 26PDPH-125 32PDPH-150 38PDPH-175 44PDPH-200 51PDPH-300 76


Somemodelsavailableincorrosionresistantfinishessuchasstainlesssteel,pleasecheckwithyourlocaldistributor

PHN

PDP

PDPH

PKP

For Complete Products Available In Your Area Please Check With Your Local Dealer.

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