Copyrights Stainless Cable Solutions llc

Size: px
Start display at page:

Download "Copyrights Stainless Cable Solutions llc"

Transcription

1 9020 SW Washington Square Dr., Suite 505 Portland, Oregon P: (503) F: (503) STRUCTURAL CALCULATIONS Residential/Commercial Aluminum Guardrail System Solutions LLC 2160 Long St, West Linn, OR Solutions llc Washington Oregon California LIMITATIONS ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS. DESIGN IS BASED UPON INFORMATION PROVIDED THE CLIENT WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME. NO RESPONSIBILITY AND/OR LIABILITY IS ASSUMED, OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS. Project No June 18, 2013

2 NO. SHEET NO Page 2 Design Criteria Scope of Work Development and design for an aluminum cable railing system including: Termination post, intermediate post, top rail, rail connecting blocks, cables, end cap, flat infill, base plate, and attachment. General Professional Engineer Stamps State of Oregon State of Washington State of California Building Code Conformance (Meets or Exceeds Requirements) 1997 Uniform Building Code 2000, 2003, 2006, and 2009 International Building and Residential Codes 2010 Oregon Structural Specialty Code and Oregon Residential Specialty Codes 2010 Washington State Building Code 2010 California Building and Residential Codes Additional Design References 2005 Aluminum Design Manual 2008 Building Code Requirements for Structural Concrete (ACI308-08) AISC Steel Construction Manual, 13th Edition 2005 National Design Specification for Wood Construction ASTM E Standard Specification for Permanent Metal Railing Systems and Rails for Buildings Materials (ADM 2005 Table 3.3-1) 6061-T6, T6510, T6511 Extrusions Tensile Ultimate Strength, Ftu = 38 ksi Tensile Yield Strength, Fty = 35 ksi Compressive Yield Strength, Fcy = 35 ksi Shear Ultimate Strength, Fsu = 24 ksi A554 Steel Grade 304/304L Solutions Yield Stress, Fy = 30 ksi llc Tensile Stress, Fu = 75 ksi Type 316 Steel Wire Rope 1x19 Strand Core 1/8" dia. with breaking strength = 1,869-lbs 7x7 Strand Core 1/8 dia. with breaking strength = 1,566-lbs

3 NO. SHEET NO Page 3 Design Criteria Guardrail Loading Conditions Uniform Load Per 2009 IBC , the uniform load shall be applied to the handrail in any direction. This loading is only applicable to commercial projects with public access and is not applicable to residential guardrails. The railing system covered in this package covers all commercial and residential, thus this loading condition shall apply. Concentrated Load Per IBC , the concentrated load shall be applied to the handrail in any direction Per IBC , components including intermediate rails, balusters, and cables shall be designed for a concentrated load applied normal and horizontally over an area of 1ft 2. Per IBC and IRC opening limitations shall not allow the passage of a sphere 4" in diameter through. p = 50 plf P = 200 lbs P = 50 lbs Part Numbers and Descriptions IP100 - SCRS Extruded Aluminum Intermediate Posts Page 4 & 5 TR100 - SCRS Extruded Aluminum Top Rail Page 6 FI200 - SCRS Extruded Aluminum Flat Infill EC100 - SCRS Top Rail End Cap BP100 - SCRS Base Plate Page 7 & 8 SR200 - SCRS Extruded Aluminum Stair Rail Page 9 RCB100 - SCRS Stair Grab Rail Connecting Block Page 10 Steel Wire Rope Page 11 TP100 - SCRS Extruded Aluminum Termination Posts Page 12 Aluminum Guardrail System Summary Solutions llc Total Post/Handrail Height Including Base Plate 42 in Maximum Termination Post Spacing 5'-0" oc Maximum Stair Rail Post Spacing 5'-0" oc Prestressing 255 lbs Spacing (On-Center) 3 1/8"

4 NO. SHEET NO Page 4 IP100 - SCRS Extruded Aluminum Intermediate Posts Extruded Aluminum Post Input Post Spacing, s = (See Page 3) Applied Load At Top, P = Unbraced Length, LB = Post Area, Ap = Compressive Modulus of Elasticity, E = Compression Section Modulus, SC = Moment of Inertia, Ix > Iy = Torsion Constant, J = Clear Height of Shear Area, h = Thickness of Shear Area, t = 5 ft 250 lbs in in² ksi in³ in⁴ in in in Compression in Beams, Extreme Fiber, Gross Section, Tubular Shapes 6061-T6 (ADM 2005 Table 2-21 Section 14) Slenderness, S = 7.9 Allowable Stress, S S1 = 21 ksi Controls Slenderness Limit, S1 = 123 Allowable Stress, S1<S<S2 = ksi Slenderness Limit, S2 = 1680 Allowable Stress, S S2 = ksi Allowable Bending Stress, Fb = 21 ksi Allowable Moment, SC*Fb = Mallow = kip-in Applied Moment, P*LB = Mapplied = kip-in OK Deflection Check, ΔMAX = LB/12 (ASTM E ) Allowable Deflection, Δallow = in Solutions llc Applied Deflection, PLB 3 /3EI = Δapplied = in OK Shear in Elements, Gross Section 6061-T6 (ADM 2005 Table 2-21 Section 20) Allowable Stress, S S1 = 12 ksi Controls Slenderness Limit, S1 = 36 in³ Allowable Stress, S1<S<S2 = ksi Slenderness Limit, S2 = 64 in³ Allowable Stress, S S2 = ksi Allowable Shear Stress, Fs = 12 ksi Allowable Shear, Ap*Fs = Vallow = kips Applied Shear, P = Vapplied = kips OK

5 NO. SHEET NO Page 5 IP100 - SCRS Extruded Aluminum Intermediate Posts Core Mounted Posts Bearing Check Existing Concrete Strength, f'c = 2500 psi Vapplied = kips (See Page 4) Mapplied from post = kip-in (See Page 4) Mapplied from shear = kip-in Mtotal = kip-in Depth of Concrete Blockout, dblockout = in Distance Bottom of Blockout to Applied Pu, dcompb = in Distance from Applied Pu to Top of Concrete, dcompt = in Width of Post, dterm = in Loaded Area, A1 = in² Area of the Lower Base of Largest Fulcrum, A2 = in² Compression Load at Blockout, Pu = kips Strength Reduction Factor, Ø = 0.65 (Per ACI ) Concrete Bearing Strength, fb = 5282 psi (Per ACI ) Maximum Applied Compression Load, fbmax = 2500 psi OK < 5282 psi Core Mounted Posts Edge Distance Check Distance from Center of Post to Edge of Concrete, ca1 = in Distance from Post Face to Edge of Concrete, cpost = in Thickness of Concrete, ha1 = in Projected Concrete Failure Area, AVco = in² (Per ACI D D-23) Projected Concrete Failure Area, AVc = in² (Per ACI D D-23) Shear Strength Modification Factor, ψed,v = 1.00 (Per ACI D.6.2.6) Cracked Concrete Modification Factor, ψc,v = 1.00 (Per ACI D.6.2.7) Cracked Concrete Modification Factor, ψh,v = 1.59 (Per ACI D.6.2.8) Lightweight Concrete Factor, λ = 1.00 (Per ACI ) Basic Concrete Breakout Strength, Vb = kips (Per ACI Solutions D.6.2.2) llc Nominal Concrete Breakout Strength, Vcb = kips (Per ACI D D-21) Max Nominal Concrete Breakout Strength, Vmax = kips OK < kips Use 4,000psi Non-Shrink Grout in Min 3"SQx4"Deep Blockout or 3" Diax4"Deep Hole with 4 ½" Min Edge Distance (No Rebar) or 1 ¼" Min Edge Distance when #3 or Larger Slab Edge Rebar Present Check Top Connection Note: Lateral loads on top rail bears directly on post side. Only uplift loads affecting attachment are considered. Diameter of Screw, dscrew = in Thickness of Post, tpost = in Area of Engaged Post in Shear, AVpost = in² Number of Screws in Shear = 4 Factor of Safety on Screw Connections, ns = 3.00 Tensile Ultimate Strength of Member Not in Contact with Screw Head, Ftu2 = 38 ksi Shear Strength of Screw, Vscrew = kips OK > kips

6 NO. SHEET NO Page 6 TR100 - SCRS Extruded Aluminum Top Rail Extruded Aluminum Rail Input Post Spacing, s = 5 ft Left/Right to Centroid, ccenter = in (See Page 3) Applied Load At Top, P = 250 lbs Section Modulus Top, Sxx = in³ Unbraced Length, LB = 5'-0" x 12" " = in Section Modulus Bottom, Sxx = in³ Compressive Modulus of Elasticity, E = ksi Section Modulus, Syy = in³ Rail Area, Ar = in² Torsion Constant, J = in Moment of Inertia x, Ixx = in⁴ Clear Height of Shear Area, h = in Moment of Inertia y, Iyy = in⁴ Thickness of Shear Area, t = in Top of Member to Centroid, ctop = in Bottom of Member to Centroid, cbott = in Compression in Beams, Extreme Fiber, Gross Section, Tubular Shapes 6061-T6 (ADM 2005 Table 2-21 Section 16) Slenderness, S = 14.3 Allowable Stress, S S1 = 21 ksi Controls Slenderness Limit, S1 = 21 Allowable Stress, S1<S<S2 = ksi Solutions llc Slenderness Limit, S2 = 33 Allowable Stress, S S2 = ksi Applied Moment, P*LB/4 = MAPPLIED = kip-in Allowable Bending Stress, Fb = 21 ksi Vertical Compressive Stress Applied, CVert = ksi OK Horizontal Compressive Stress Applied, CHoriz = ksi OK Vertical Loading Diagram Tension in Beams, Extreme Fiber, Net Section, Flat Elements in Uniform Tension (ADM 2005 Table Section 2) Tensile Yield Strength, Fty = 35 ksi Factor of Safety on Yield Strength, ny = 1.65 Allowable Tensile Stress, F = 21 ksi Tensile Ultimate Strength, Ftu = 38 ksi Factor of Safety on Ultimate Strength, nu = 1.95 Coefficient for Tension Members, kt = 1.00 Allowable Tensile Stress, F = 19 ksi Controls Vertical Tensile Stress Applied, TVert = ksi OK Horizontal Tensile Stress Applied, THoriz = ksi OK Horizontal Loading Diagram Deflection Check (Worst Case), ΔMAX = LB/12 (ASTM E ) Allowable Deflection, ΔALLOW = in Applied Deflection, PLB 3 /48EI = ΔAPPLIED = in OK Shear in Elements, Gross Section 6061-T6 (ADM 2005 Table 2-21 Section 20) Allowable Stress, S S1 = 12 ksi Controls Slenderness Limit, S1 = 36 in³ Allowable Stress, S1<S<S2 = ksi Slenderness Limit, S2 = 64 in³ Allowable Stress, S S2 = ksi Allowable Shear Stress, Fs = 12 ksi Allowable Shear, Ap*Fs = VALLOW = kips Applied Shear, P = VAPPLIED = kips OK

7 NO. SHEET NO Page 7 BP100 - SCRS Base Plate Tension Capacity of Screw (ADM ) Note: 5/16"-18 x 2" 6-Lobe Flat Head Floorboard Thread Cutting Screw, Type F, Black Phosphate and Oil MAPPLIED = kip-in (Page 4) Number of Screws in Tension = 2 Resisting Moment Arm, Center of Screw to Compression Face, larm = in Tension Applied, Papplied = kips Thread Stripping Area of Internal Thread Per Inch, Asn = Depth of Full Thread Engagement into t2, tcmin = Tensile Ultimate Strength of Member Not in Contact with Screw Head, Ftu2 = Nominal Pull-Out Strength, Pnot = in² in 38 ksi kips (Eq ) Thickness of Member in Contact with Screw Head, t1 = in Tensile Yield Strength of Member in Contact with Screw Head, Fty1 = 35 ksi Nominal Screw Head Diameter Abs Min, D = in t1/d = 0.66 >1.1 Use 1.1 Nominal Pull-Over Strength, Pnov = kips (Eq ) Ultimate Tensile Strength of Screw, Fu = 120 ksi Note: Use AISC for tensile strength of Tensile Stress Area of Screw, At = in² screw, NOT ADM 2005 Nominal Tensile Strength of a Screw, Pnt = kips Solutions llc Factor of Safety on Screw Connections, ns = 3.00 Ω = 2.00 Pull-Out Strength, Pnot/ns = kips OK > kips Pull-Over Strength, Pnov/ns = kips OK > kips Tensile Strength, Pnt/Ω = kips OK > kips Shear Capacity of Screw (ADM ) VAPPLIED = kips (TP-1) Number of Screws in Shear = 4 Shear Applied, Vapplied = kips Per Screw Tensile Ultimate Strength of Member in Contact with Screw Head, Ftu1 = 38 ksi Note: 1/2 of depth subtracted from t1 Factor of Safety on Ultimate Strength, nu = 1.95 as screw is countersunk Check 1) Screw Shear and Bearing Strength, PV = kips (Eq ) Thickness of Member Not in Contact with Screw Head, t2 = in Check 2) Screw Shear and Bearing Strength, PV = kips (Eq ) Check 3) Screw Shear and Bearing Strength, PV = N/A (Eq ) Nominal Shear Strength of a Screw, Pss = kips Check 4) Screw Shear and Bearing Strength, PV = kips (Eq ) Minimum Screw Shear and Bearing Strength, PVmin = kips OK > kips

8 NO. SHEET NO Page 8 BP100 - SCRS Base Plate Base Plate Anchorage (Lag Screws) Per 2005 National Design Specification for Wood Construction Applied Moment at TP100, Mapplied = kip-in (Page 4) Edge of Baseplate to Centerline of Tension Anchorage, lanc = in Number of Screws in Tension = 2 Applied Tension at Anchor Bolt/Screw, Tapplied = kips Vapplied = kips (Page 4) Number of Screws in Shear = 4 Solutions llc Shear Applied, Vapplied = kips Per Screw Lag Screw Reference Withdrawl Design Value (G=0.43, D=3/8"), W = 243 lbs (Per Table 11.2A) Penetration Depth, d = in Allowable Lag Screw Tension, Tallowable = kips OK > kips Lag Screw Reference Lateral Design Value (G=0.43, D=3/8"), Z = 160 lbs (Per Table 11K) Allowable Lag Screw Shear, Vallowable = kips OK > kips Use (4) ⅜" Dia SS304 Lag Screws with 6" Min Penetration into Min (1) 6x6 or (2) 3x6 Hem-Fir #2 (1.5" Min Edge Distance) Base Plate Anchorage (Thru-Bolts) Per 2005 National Design Specification for Wood Construction Bolt diameter = in Diameter of washer = in Area of Bearing under washer = in² Washer bearing, F c perp = 405 psi (Per Table 4A) Allowable Thru-Bolt Tension, Tallowable = kips OK > kips Lag Screw Reference Lateral Design Value (G=0.43, D=3/8"), Z = 160 lbs (No Thru-Bolt Values < 1/2" In NDS - Use Table 11K) Allowable Thru-Bolt Shear, Vallowable = kips OK > kips Use (4) ⅜" Dia SS304 Thru-Bolts with Min 2" Dia Heavy Washer into Min (1) 6x or (2) 3x Hem-Fir #2

9 NO. SHEET NO Page 9 SR200 - SCRS Extruded Aluminum Stair Rail Extruded Aluminum Rail Input Post Spacing, s = 5 ft Left/Right to Centroid, ccenter = in (See Page 2) Applied Load At Top, P = 250 lbs Section Modulus Top, Sxx = in³ Unbraced Length, LB = 6'x12"-2.25" = in Section Modulus Bottom, Sxx = in³ Compressive Modulus of Elasticity, E = ksi Section Modulus, Syy = in³ Rail Area, Ar = in² Torsion Constant, J = in Moment of Inertia x, Ixx = in⁴ Clear Height of Shear Area, h = in Moment of Inertia y, Iyy = in⁴ Thickness of Shear Area, t = in Top of Member to Centroid, ctop = in Bottom of Member to Centroid, cbott = in Compression in Beams, Extreme Fiber, Gross Section, Tubular Shapes 6061-T6 (ADM 2005 Table 2-21 Section 16) Slenderness, S = 25.6 Allowable Stress, S S1 = 21 ksi Solutions llc Slenderness Limit, S1 = 21 Allowable Stress, S1<S<S2 = ksi Controls Slenderness Limit, S2 = 33 Allowable Stress, S S2 = ksi Applied Moment, P*LB/4 = MAPPLIED = kip-in Allowable Bending Stress, Fb = 19 ksi Vertical Compressive Stress Applied, CVert = ksi OK Horizontal Compressive Stress Applied, CHoriz = ksi OK Vertical Loading Diagram Tension in Beams, Extreme Fiber, Net Section, Flat Elements in Uniform Tension (ADM 2005 Table Section 2) Tensile Yield Strength, Fty = 35 ksi Factor of Safety on Yield Strength, ny = 1.65 Allowable Tensile Stress, F = 21 ksi Tensile Ultimate Strength, Ftu = 38 ksi Factor of Safety on Ultimate Strength, nu = 1.95 Coefficient for Tension Members, kt = 1.00 Allowable Tensile Stress, F = 19 ksi Controls Vertical Tensile Stress Applied, TVert = ksi OK Horizontal Tensile Stress Applied, THoriz = ksi OK Horizontal Loading Diagram Deflection Check (Worst Case), ΔMAX = LB/12 (ASTM E ) Allowable Deflection, ΔALLOW = in Applied Deflection, PLB 3 /48EI = ΔAPPLIED = in OK Shear in Elements, Gross Section 6061-T6 (ADM 2005 Table 2-21 Section 20) Allowable Stress, S S1 = 12 ksi Controls Slenderness Limit, S1 = 36 in³ Allowable Stress, S1<S<S2 = ksi Slenderness Limit, S2 = 64 in³ Allowable Stress, S S2 = ksi Allowable Shear Stress, Fs = 12 ksi Allowable Shear, Ap*Fs = VALLOW = kips Applied Shear, P = VAPPLIED = kips OK

10 NO. SHEET NO Page 10 ### Check Fascia Mount Note: Uses (2) #10-12x1 1/2" Phillips Pan Head Sheet Metal Screws - Type A, 18-8 Steel Diameter of Screw, dscrew = in Thickness of Post, tpost = in Area of Engaged Post in Shear, AVpost = in² Number of Screws in Shear = 2 Factor of Safety on Screw Connections, ns = 3.00 Tensile Ultimate Strength of Member Not in Contact with Screw Head, Ftu2 = 38 ksi Shear Strength of Screw, Vscrew = kips OK > kips Note: Uses (2) #10-16x3/4" Phillips Pan Head Self Drilling Screw Zinc #3 Point Diameter of Screw, dscrew = in Thickness of Post, tpost = in Area of Engaged Post in Shear, AVpost = in² Number of Screws in Shear = 2 Factor of Safety on Screw Connections, ns = 3.00 Tensile Ultimate Strength of Member Not in Contact with Screw Head, Ftu2 Solutions = 38 ksi llc Shear Strength of Screw, Vscrew = kips OK > kips Check Stair Rail Adapter Note: Uses (2) #10-16x3/4" Phillips Pan Head Self Drilling Screw Zinc #3 Point See Check Above Note: Uses (2) #10-16x3/4" Phillips Pan Head Self Drilling Screw Zinc #3 Point See Check Above Applied Shear, Vbase = Vconn = Vapplied = kips (TP-1) Distance from Center of Bolt to Face of Base, larm = in Applied Moment, Mapplied = kip-in Distance from Edge of Base to Center of Screw, lbase = in Applied Tension, Tapplied = kips Diameter of Screw, dscrew = in Thickness of Post, tpost = in Area of Engaged Post in Shear, AVpost = in² Number of Screws in Shear = 2 Factor of Safety on Screw Connections, ns = 3.00 Tensile Ultimate Strength of Member Not in Contact with Screw Head, Ftu2 = 38 ksi Shear Strength of Screw, Vscrew = kips OK > kips

11 NO. SHEET NO Page 11 Steel Wire Rope Check Deflection Note: A min load of 50psf shall be applied to a 4" sphere. Spacing and deflection of the cables shall not allow the sphere to pass through. Diameter of, D = in Intermediate Post Spacing, L = 5 ft Prestress Force, Fps = 255 lbs Sphere Diameter, Db = in Initial Spacing, So = in Termination Post Spacing, LT = 30 ft Load Applied to Sphere, wsphere = 50.0 psf Projected Area of Sphere, Asphere = in² Impact Factor, if = 2.00 Force Applied to Sphere, Fxsphere = lbs Solutions llc Spread at Pass-Thru = Db+Dcable, Smax = in Final Spacing, Sfinal = Seq = in Deflection at Pass-Thru = (Smax-So)/2, Δ'max = in Deflection, Δ = Δeq = in Applied Angle = asin((so+2δ)/(db+d)), θ = 88.7 Force Applied to, T = F = lbs Maximum Deflection = (Db+D-So)/2, Δmax = in Modulous of Elasticity, E = ksi Moment of Inertia, I = in⁴ Cross Sectional Area, A = in² Extensible, Flexible, Pef = lbs Flexural Bending, Pb = lbs Prestressing, Pps = lbs Force in Resisting Sphere, Fxcable = P = lbs OK 1/8" Diameter 1x19 Strand Core Breaking Strength = 1869 lbs 1/8" Diameter 7x7 Strand Core Breaking Strength = 1566 lbs Controls (OK < 310lbs)

12 NO. SHEET NO Page 12 TP100 - SCRS Extruded Aluminum Termination Posts Extruded Aluminum Post Input Post Spacing, s = 5 ft Prestress Force, Fps = 255 lbs Initial Spacing, So = in Unbraced Length = 42" - 1" - 3/8", LB = in Distributed Load, w = 81.6 lb-in Post Area, Ap = in² Compressive Modulus of Elasticity, E = ksi Compression Section Modulus, SC = in³ Moment of Inertia, Ix > Iy = in⁴ Torsion Constant, J = in Clear Height of Shear Area, h = in Thickness of Shear Area, t = in Moment From Code Point Load, Mpnt = kip-in (Page 4) Moment From Prestress, Mpstr = kip-in Controls TP100 Design Compression in Beams, Extreme Fiber, Gross Section, Tubular Shapes 6061-T6 (ADM 2005 Table 2-21 Section 14) Slenderness, S = 8.2 Allowable Stress, S S1 = 21 ksi Controls Slenderness Limit, S1 = 123 Allowable Stress, S1<S<S2 = ksi Slenderness Limit, S2 = 1680 Allowable Stress, S S2 = ksi Allowable Bending Stress, Fb = 21 ksi Allowable Moment, SC*Fb = Mallow = kip-in Applied Moment, w*lb 2 /8 = Mapplied = kip-in OK Deflection Check, ΔMAX = LB/12 (ASTM E ) Allowable Deflection, Δallow = in Solutions llc Applied Deflection, PLB 3 /3EI = Δapplied = in OK Shear Elements, Gross Section 6061-T6 (ADM 2005 Table 2-21 Section 20) Allowable Stress, S S1 = 12 ksi Controls Slenderness Limit, S1 = 36 in³ Allowable Stress, S1<S<S2 = ksi Slenderness Limit, S2 = 64 in³ Allowable Stress, S S2 = ksi Allowable Shear Stress, Fs = 12 ksi Allowable Shear, Ap*Fs = Vallow = kips Applied Shear, P = Vapplied = kips OK

for Cold-Formed Steel Framing Products

for Cold-Formed Steel Framing Products Technical Guide for Cold-Formed Steel Framing Products Technical Data in this publication is applicable to the following SFIA Member Company: For a complete directory of SFIA Members who are certified

More information

INTRODUCTION. Disclaimer

INTRODUCTION. Disclaimer 3 INTRODUCTION The Steel Framing Industry Association (SFIA) was formed with the objective of assisting companies having interests in the cold-formed steel framing industry to be more successful by unifying

More information

for Cold-Formed Steel Framing Products

for Cold-Formed Steel Framing Products Technical Guide for Cold-Formed Steel Framing Products The data in this guide is based upon the 2007 American Iron and Steel Institute s S00-07 North American Specification for the Design of Cold-Formed

More information

Ancholt Bolt Design With Tension and Shear Using Anchor Reinforcement

Ancholt Bolt Design With Tension and Shear Using Anchor Reinforcement Page 1 of 8 ANCHOR BOLT DESIGN Combined Tension and Shear Result Summary Anchor Rod Embedment, Spacing and Edge Distance OK Min Rquired Anchor Reinft. Development Length ratio = 0.87 OK Overall ratio =

More information

TZ WEDGE ANCHOR FOR CRACKED AND UNCRACKED CONCRETE

TZ WEDGE ANCHOR FOR CRACKED AND UNCRACKED CONCRETE www.ucanfast.com TECHNICAL MANUAL SECTION 2.2 PAGE 1 / 10 ä DESCRIPTION UCAN TZ torque controlled mechanical expansion wedge anchors have a Category 1 classification. They are used to resist static, wind

More information

Mechanical Anchoring Systems HDA Undercut Anchor Product description. HDA-P Undercut Anchor Pre-Set Type

Mechanical Anchoring Systems HDA Undercut Anchor Product description. HDA-P Undercut Anchor Pre-Set Type Mechanical Anchoring Systems 3.3 3.3.1 HDA Undercut Anchor 3.3.1.1 Product description The Hilti HDA undercut anchor is a heavy-duty mechanical anchor with carbide-tipped undercut segments used to perform

More information

Mini Channel & Fittings

Mini Channel & Fittings Our mini channels and fittings provide for an economical method of supporting light load requirements on a strut system. Channel Channels are cold formed on our modern rolling mills from 18 Ga. (1.2 mm)

More information

WEDGE-ALL Wedge Anchors

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

More information

REPORT HOLDER: FRAMECAD LICENSING LTD. POST OFFICE BOX 1292 AUCKLAND 1140 NEW ZEALAND EVALUATION SUBJECT: COLD FORMED STEEL C SHAPES AND TRACKS

REPORT HOLDER: FRAMECAD LICENSING LTD. POST OFFICE BOX 1292 AUCKLAND 1140 NEW ZEALAND EVALUATION SUBJECT: COLD FORMED STEEL C SHAPES AND TRACKS 0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 2361 Reissued 05/2017 This report is subject to renewal 05/2019. DIVISION: 05 00

More information

Product Identification

Product Identification Product Identification All SCAFCO products have a four part identification code which identifies the size (both depth and flange width), style, and material thickness of each member. Example: Member Depth:

More information

Hansen Architectural Systems ClearVue Railing System 2/3/15 Page 1 of February 2015

Hansen Architectural Systems ClearVue Railing System 2/3/15 Page 1 of February 2015 Hansen Architectural Systems ClearVue Railing System 2/3/15 Page 1 of 72 Hansen Architectural Systems 5500 SE Alexander ST Hillsboro, OR 97124 03 February 2015 SUBJ: CLEARVUE RAILING ALUMINUM RAILING PICKET,

More information

Anchor Component Material Standard Mechanical Properties

Anchor Component Material Standard Mechanical Properties SECTION 4.1 PAGE 1 / 5 l description The UCAN sleeve anchor is a light-medium duty anchor ideal for applications in concrete, hollow block and brick. It is a mechanical expansion anchor assembled with

More information

6.0 ENGINEERING. Build Anything Better. REPRINTED 2017

6.0 ENGINEERING. Build Anything Better.  REPRINTED 2017 6.0 ENGINEERING TABLE OF CONTENTS 6.1 U.S. ENGINEERING ANALYSIS REPORT... P. 6-3 BELOW-GRADE WALL REINFORCEMENT TABLES... P. 6-5 ABOVE-GRADE WALL REINFORCEMENT TABLES.. P. 6-21 LINTEL REINFORCEMENT TABLES...P.

More information

TorqBolt Wedge Anchors Torque Controlled Expansion Anchor

TorqBolt Wedge Anchors Torque Controlled Expansion Anchor TorqBolt Wedge Anchors Torque Controlled Expansion Anchor Product Description The Torqbolt wedge anchor is a torque-controlled, wedge expansion anchor for heavy duty fastening applications where high pull

More information

Submittal / Substitution Request

Submittal / Substitution Request Submittal / Substitution Request SUBMITTED TO: To: Firm: Project: Submitted Product: SIMPSON STRONG-TIE WEDGE-ALL WEDGE ANCHOR Specified Product: Section: Page: Detail/Sheet No.: Description of Application:

More information

l DESCRIPTION l FEATURES l LIMITATIONS l TYPICAL APPLICATIONS l MATERIAL SPECIFICATIONS TECHNICAL MANUAL SECTION 2.3 PAGE 1 / 6

l DESCRIPTION l FEATURES l LIMITATIONS l TYPICAL APPLICATIONS l MATERIAL SPECIFICATIONS TECHNICAL MANUAL SECTION 2.3 PAGE 1 / 6 www.ucanfast.com TECHNICAL MANUAL SECTION 2.3 PAGE 1 / 6 l DESCRIPTION The UCAN WAG anchor is a fully threaded torque controlled expansion anchor assembled with a three segment expansion clip. All parts

More information

Now with SUPREME FRAMING SYSTEM! PRODUCT TECHNICAL GUIDE. Steel Stud Manufacturers Association

Now with SUPREME FRAMING SYSTEM! PRODUCT TECHNICAL GUIDE. Steel Stud Manufacturers Association Now with SUPREME FRAMING SYSTEM! PRODUCT TECHNICAL GUIDE Steel Stud Manufacturers Association 2507 3064P Product Identification "S" and "SFS" - C-STUD/JOIST S and SFS-SECTIONS* * For "S" and "SFS" members,

More information

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

Drop-In Internally Threaded Anchor (DIAB) Mechanical Anchors. Key features. Material: Carbon steel. Coating: Zinc plated Drop-In Internally Threaded Anchor (DIAB) Expansion shell anchors for use in solid base materials Simpson Strong-Tie introduces a new, redesigned Drop-In Anchor (DIAB) that provides easier installation

More information

CHEMICAL. Straight cut rod is provided in the materials listed below and includes nuts / washers.

CHEMICAL. Straight cut rod is provided in the materials listed below and includes nuts / washers. 161 STRAIGHT CUT ROD Straight cut rod is provided in the materials listed below and includes nuts / washers. Straight Rod 22-1/2 Bent Rod A 307 THREADED ANCHOR ROD, ZINC PLATED (ASTM B633, CLEAR CHROMATE)

More information

Installation and Operation Instruction Manual

Installation and Operation Instruction Manual Installation and Operation Instruction Manual Toggle Lok Anchor - Model #7442 Portable Concrete Anchorage Connector ANSI Z359.1 5,000 lbs / 22.24 kn FallTech, Inc 1306 Alameda Street Compton, CA 90221

More information

KINETICS Seismic Design Manual

KINETICS Seismic Design Manual KCAB Wedge Type Anchor Selection Guide For wedge type concrete anchors, the factor of safety is computed using the following equation. F.S. 1 = 1/[(T/T A ) (5/3) + (P/P A ) (5/3) ] (Eq. P1.3.1-1) Where:

More information

STRONGER THAN STEEL SṂ

STRONGER THAN STEEL SṂ ProSTUD product catalog STRONGER THAN STEEL SṂ DRYWALL FRAMING SYSTEM ProSTUD D R Y W A L L FRAMING SYSTEM ClarkDietrich. WHERE INNOVATION TAKES FORM. 3 The ProSTUD Drywall Framing System can be called

More information

Hilti, Inc South 122 nd East Avenue Tulsa, OK

Hilti, Inc South 122 nd East Avenue Tulsa, OK Attached are page(s) from the 2014 Hilti North American Product Tech Guide. For complete details on this product, including data development, product specifications, general suitability, installation,

More information

Hilti, Inc South 122 nd East Avenue Tulsa, OK

Hilti, Inc South 122 nd East Avenue Tulsa, OK Attached are page(s) from the 2011 Hilti North American Product Tech Guide. For complete details on this product, including data development, product specifications, general suitability, installation,

More information

TRAVSMART permanent single-cable horizontal lifeline system

TRAVSMART permanent single-cable horizontal lifeline system The Travsmart single-line system provides a smooth travel. It allows the traveler to move freely over the intermediate anchors, minimizing wear and eliminating user assistance. The user s hands remain

More information

STRONGER THAN STEEL SṂ

STRONGER THAN STEEL SṂ ProSTUD product catalog STRONGER THAN STEEL SṂ DRYWALL FRAMING SYSTEM ProSTUD D R Y W A L L FRAMING SYSTEM ClarkDietrich. WHERE INNOVATION TAKES FORM. The ProSTUD Drywall Framing System can be called many

More information

Ring-Loc System Technical Manual

Ring-Loc System Technical Manual FORMWORK & SCAFFOLDING Ring-Loc System Technical Manual Canada: CAN/CSA S269.2 M87 USA: ANSI/ASSE A10.8-2001 Ring-Loc System Technical Manual 2015 United Scaffold Supply Company Inc info@unitedscaffold.ca

More information

Hardened Steel Washers

Hardened Steel Washers USS (Type A Wide) Flat Washers Hardened Steel Washers Grade 8 S.A.E. Dimensions American Standard Lbs. Per No./Pcs. Gauge M Pcs. Per Lb. 3/16 9/16 1/4 18 (3/64) 2.8 361 1/4 3/4 5/16 16 (1/16) 6.7 149 5/16

More information

fischer Epoxy Mortar FIS EB The basic epoxy mortar for applications in concrete

fischer Epoxy Mortar FIS EB The basic epoxy mortar for applications in concrete fischer Epoxy Mortar FIS EB The basic epoxy mortar for applications in concrete For standard applications in concrete and rebar connections. Advantages at a glance Epoxy mortar for applications in concrete

More information

Code Compliance Research Report CCRR-0145

Code Compliance Research Report CCRR-0145 Code Compliance Research Report CCRR-0145 Issue Date: 11-16-2009 Revision Date: 11-29-2018 Renewal Date: 11-18-2019 DIVISION: 05 - Metals Section: 05 50 00 Metal Fabrications Marshall Stamping Company

More information

fischer Epoxy Mortar FIS EB

fischer Epoxy Mortar FIS EB fischer Epoxy Mortar FIS EB The basic epoxy mortar for applications in concrete ETA-15/0771 ETAG 001-5 Post-installed rebar connection (TR2 fischer Epoxy Mortar FIS EB: For standard applications in concrete

More information

Made in the USA. For Fall Protection Only. SafeLok Part Description

Made in the USA. For Fall Protection Only. SafeLok Part Description Operations and Instruction Manual SafeLok Anchorage - Model # 4011 IM-0051 REV A Portable Concrete and Steel Anchorage Connector ANSI Z359.1-07 5,000 lbs / 22kn Made in the USA The 3/4 Fall Protection

More information

DIVISION: 06--WOOD AND PLASTICS SECTION: Wood, Plastic and Composite Fastenings

DIVISION: 06--WOOD AND PLASTICS SECTION: Wood, Plastic and Composite Fastenings DIVISION: 06--WOOD AND PLASTICS SECTION: 060523 -- Wood, Plastic and Composite Fastenings REPORT HOLDER: ITW BUILDING COMPONENTS GROUP, INC. 2400 LAKE ORANGE DRIVE, SUITE 150 ORLANDO, FLORIDA 32837 (800)

More information

The first and only continuous tension holdown system.

The first and only continuous tension holdown system. The first and only continuous tension holdown system. CANADA LIMIT STATES EDITION FEBRUARY 2017 Earthbound Seismic and Wind Holdown Systems. The industry leader in hardware and design technology. FEATURES

More information

L-header Testing, Evaluation and Design Methodology

L-header Testing, Evaluation and Design Methodology Missouri University of Science and Technology Scholars' Mine International Specialty Conference on Cold- Formed Steel Structures (2000) - 15th International Specialty Conference on Cold-Formed Steel Structures

More information

CIA-EA Technical Data Sheet

CIA-EA Technical Data Sheet Description Our CIA-EA Epoxy Acrylate adhesive anchor system has been specially formulated as a high-performance, two component adhesive anchor system for threaded bars in uncracked concrete. Base Material

More information

Significant Changes in the 2005 ACI Code, Including Changes Affecting Precast/Prestressed Concrete Part 2

Significant Changes in the 2005 ACI Code, Including Changes Affecting Precast/Prestressed Concrete Part 2 Significant Changes in the 2005 ACI Code, Including Changes Affecting Precast/Prestressed Concrete Part 2 S. K. Ghosh, Ph.D., FPCI President S. K. Ghosh Associates Inc. Palatine, Illinois Significant changes

More information

Originally Issued: 10/08/2010 Revised: 10/30/2015 Valid Through: 10/31/2016

Originally Issued: 10/08/2010 Revised: 10/30/2015 Valid Through: 10/31/2016 EVALUATION SUBJECT: ITW ALPINE HANGERS AND ANCHORS REPORT HOLDER: ITW Building Components Group Inc. 13825 W. Business Center Dr. Unit A Lake Forest, IL 60045 (800) 521-9790 www.alpineitw.com CSI Division:

More information

Properties: Flexural Stress: Deflection: Input Data: P = 0 kn/m width. L/2 w(total) = 17 kn/m²

Properties: Flexural Stress: Deflection: Input Data: P = 0 kn/m width. L/2 w(total) = 17 kn/m² For 19-W Light Duty Welded Subjected to Uniform Live Loading and/or Concentrated (Line-Type) Live Loading Light Duty Grating Size = 1-1/4 3/16 Grating Clear Span L = 4.08 ft = 1243.58 mm Uniform Live Load

More information

Code Compliance Research Report CCRR-0145

Code Compliance Research Report CCRR-0145 Code Compliance Research Report CCRR-0145 Issued: 11-16-2009 Renewal Due: 11-18-2018 Revised: 11-28-2017 DIVISION: 05 - Metals Section: 05 50 00 Metal Fabrications MARSHALL STAMPING COMPANY 355 Glade Mills

More information

Expanding Your Solutions. Viper-X Product Catalog. Interior Non-Load Bearing Wall Framing

Expanding Your Solutions. Viper-X Product Catalog. Interior Non-Load Bearing Wall Framing Expanding Your Solutions Viper-X Product Catalog Interior Non-Load Bearing Wall Framing Effective 04/26/2018 Viper-X is the solution you ve been waiting for: BIGGER, BETTER, STRONGER! YOU demand a better

More information

Analysis of Shear Lag in Steel Angle Connectors

Analysis of Shear Lag in Steel Angle Connectors University of New Hampshire University of New Hampshire Scholars' Repository Honors Theses and Capstones Student Scholarship Spring 2013 Analysis of Shear Lag in Steel Angle Connectors Benjamin Sawyer

More information

TABLE OF CONTENTS PRODUCTS & INFORMATION

TABLE OF CONTENTS PRODUCTS & INFORMATION SHORING CATALO G TABLE OF CONTENTS PRODUCTS & INFORMATION PAGE HL SHORING FRAMES (10k/leg)...3 STEEL SHORING ACCESSORIES... 4 SHORING TOWER... 5 SHORING JACK... 6 SHORING FRAME ALLOWABLE WORKING LOADS...7

More information

Originally Issued: 10/08/2010 Revised: 10/27/2017 Valid Through: 10/31/2018

Originally Issued: 10/08/2010 Revised: 10/27/2017 Valid Through: 10/31/2018 ITW BUILDING COMPONENTS GROUP INC. ITW ALPINE HANGERS AND ANCHORS CSI Section: 06 05 23 Wood, Plastic and Composite Fastenings 1.0 RECOGNITION ITW Alpine Hangers and Anchors recognized in this report has

More information

1) INTRODUCTION 2) THE UNFAIR ADVANTAGE

1) INTRODUCTION 2) THE UNFAIR ADVANTAGE 1 1) INTRODUCTION 2) THE UNFAIR ADVANTAGE and Stingray earth anchors are driven tipping plate soil anchors for reaction of tensile loads. anchors have ultimate capacities up to 20 tons, and Stingray anchors

More information

Continental Industries TRANSITION FITTINGS or FAX Visit

Continental Industries TRANSITION FITTINGS or FAX Visit Continental Industries TRANSITION FITTINGS 1-800-558-1373 or FAX 1-800-788-1668 Visit www.conind.com ABOUT US Our Company Continental Industries, headquartered in Tulsa, Oklahoma, was formed in 1958 and

More information

Glass Steel, Inc. Fiberglass Composite Troughs

Glass Steel, Inc. Fiberglass Composite Troughs Glass Steel, Inc. Fiberglass Composite Troughs El Mira, CA Flat Bottom Curved Troughs Glass Steel, Inc. FIBERGLASS COMPOSITE TROUGHS Glass-Steel, Inc. manufactures a proprietary system of composite effluent

More information

BARRIER OFFSET 0" A 6" 6" A 12" 12" A 26" A 26" 3A OR 4A L OR S * ** L OR S L OR S

BARRIER OFFSET 0 A 6 6 A 12 12 A 26 A 26 3A OR 4A L OR S * ** L OR S L OR S ACCEPTABLE (TCB) TYPES AND ANCHORING DETAILS BASED ON UNDERLYING SURFACE TYPE AND BARRIER OFFSET FROM DROP-OFF BARRIER OFFSET UNDERLYING SURFACE 0" A 6" 6" A 12" 12" A 26" A 26" TCB TYPE DETAIL TCB TYPE

More information

Technical Manual. Stand 05/2011

Technical Manual. Stand 05/2011 MULTI-MONTI Technical Manual Stan5/2011 Technical Manual HECO-MULTI-MONTI Contents Instructions for fixing P. 3 Chapter 1 : Admissible loads in as well as P. 4 anchor-characteristics for MMS-6 to MMS-16

More information

OPERATION AND INSTRUCTION MANUAL Flat Roof Anchor Model: FRA250L-10X-CTS

OPERATION AND INSTRUCTION MANUAL Flat Roof Anchor Model: FRA250L-10X-CTS OPERATION AND INSTRUCTION MANUAL Flat Roof Anchor Model: FRA250L-10X-CTS (Patent Pending) WARNING: ALL PERSONS USING THIS EQUIPMENT MUST READ AND UNDERSTAND ALL INSTRUCTIONS. FAILURE TO DO SO MAY RESULT

More information

Injection mortar FIS VL

Injection mortar FIS VL Injection mortar FIS VL The solid injection mortar for standard applications in cracked concrete and masonry High-bay warehouses BUILDING MATERIALS Approved for anchorings in: Concrete C20/25 to C50/60,

More information

Western Lumber SPAN TABLES. Western Wood Products Association. for Floor and Ceiling Joists and Roof Rafters. computed with

Western Lumber SPAN TABLES. Western Wood Products Association. for Floor and Ceiling Joists and Roof Rafters. computed with Western Wood Products Association computed with BASE VALUES for dimension lumber Western Lumber SPAN TABLES for Floor and Ceiling Joists and Roof Rafters TABLE OF CONTENTS About WWPA.......................................

More information

MULTI-MONTI Technical manual

MULTI-MONTI Technical manual MUTI-MONTI Technical manual Version 01/2017 Technical manual MUTI-MONTI Content Instructions for fixing P. 3 Chapter 1: Admissible loads in as well as P. 4 anchor characteristics for MMS-6 to MMS-16 1.1

More information

The cost-efficient fixing for flexible use in non-cracked concrete VERSIONS. zinc-plated steel stainless steel hot-dip galvanised steel

The cost-efficient fixing for flexible use in non-cracked concrete VERSIONS. zinc-plated steel stainless steel hot-dip galvanised steel The cost-efficient fixing for flexible use in non-cracked concrete VERSIONS APPROVALS zinc-plated steel stainless steel hot-dip galvanised steel BUILDING MATERIALS Approved for: Concrete C20/25 to C50/60,

More information

Security and confidence at height.

Security and confidence at height. A Security and confidence at height. Vertical Systems DISTRIBUTED BY M DBI-SALA Vertical Systems are designed to complement your ability to work while meeting all applicable OSHA and ANSI standards. Vertical

More information

Roughneck TM Mesh Slings

Roughneck TM Mesh Slings Roughneck TM Slings ROUGHNECK WIRE MESH SLINGS Widely used in metalworking shops and steel warehouses where loads are abrasive, hot or tend to cut web slings Features and Benefits Promotes Safety Steel

More information

DESIGN OF AXIALLY LOADED STEPPED FOOTING DATA :- SBC of soil =200 KN /m 2 Concrete Mix =M20 Steel Grade = Fe 415 Clear cover of bottom slab =50 mm

DESIGN OF AXIALLY LOADED STEPPED FOOTING DATA :- SBC of soil =200 KN /m 2 Concrete Mix =M20 Steel Grade = Fe 415 Clear cover of bottom slab =50 mm STEPPED FOOTING The construction of sloped footing is sometimes difficult and when the slope of the top face of footing is more, say more than 1 vertically to 3 horizontally, it may be difficult to finish

More information

TECHNICAL MANUAL. COPRA Anchoring Coupler. For Smart Bolted Connections

TECHNICAL MANUAL. COPRA Anchoring Coupler. For Smart Bolted Connections TECHNICAL MANUAL Anchoring Coupler For Smart Bolted Connections Version: PEIKKO GROUP 03/2017 Anchoring Coupler For bolted connections Multi-purpose anchoring system for all bolted connections Simplifi

More information

Operations and Instruction Manual Might Swivel Model # Concrete and Steel Anchorage Connector ANSI Z ,000 lbs / 44kn

Operations and Instruction Manual Might Swivel Model # Concrete and Steel Anchorage Connector ANSI Z ,000 lbs / 44kn Operations and Instruction Manual Might Swivel Model # 00238 Concrete and Steel Anchorage Connector ANSI Z359.1 10,000 lbs / 44kn Description: Zinc plated forged heat treated steel, Special design gives

More information

PUSH PIER SYSTEMS STABILITY. SECURITY. INTEGRITY. Push Pier Systems PN #MBPPT

PUSH PIER SYSTEMS STABILITY. SECURITY. INTEGRITY. Push Pier Systems PN #MBPPT PUSH PIER SYSTEMS STABILITY. SECURITY. INTEGRITY. PN #MBPPT Push Pier Systems About Foundation Supportworks is a network of the most experienced and knowledgeable foundation repair and new construction

More information

Continental Industries STEEL SERVICE TEES or FAX Visit

Continental Industries STEEL SERVICE TEES or FAX Visit Continental Industries STEEL SERVICE TEES 1-800-558-1373 or FAX 1-800-788-1668 Visit www.conind.com ABOUT US Our Company Continental Industries, headquartered in Tulsa, Oklahoma, was formed in 1958 and

More information

5. STRUCTURAL ANALYSIS

5. STRUCTURAL ANALYSIS 5. STRUCTURAL ANALYSIS The skeletal structure of the experiment casing is constructed from UNISTRUT with all experiment equipment mounted by UNISTRUT provided fasteners. All maximum loads for nuts, bolts,

More information

Fall Protection. 29 CFR Appendix C 29 CFR 1926 Subpart M

Fall Protection. 29 CFR Appendix C 29 CFR 1926 Subpart M Fall Protection 29 CFR 1910.66 Appendix C 29 CFR 1926 Subpart M Duty to Have Fall Protection Provide fall protection systems which meet the criteria of 1926 and 1910 Make fall protection an integral part

More information

Code Compliance Research Report CCRR-0224

Code Compliance Research Report CCRR-0224 Code Compliance Research Report CCRR-0224 Issued: 06-8-205 Renewal Due: 06-8-208 Revised: 09-29-207 DIVISION: 05 00 00 METALS Section: 05 40 00 Cold-Formed Metal Framing Section: 05 4 00 Structural Metal

More information

PFS Test Report TL-109

PFS Test Report TL-109 PFS Test Report TL-109 Laboratory Services Testing Research Consulting Model Code Qualifications Quality Assurance Design Calculations Sampling Witnessing ENGINEERED WOOD PRODUCTS MDF panels, I-Joists,

More information

CEILING JOISTS ROOF RAFTERS

CEILING JOISTS ROOF RAFTERS TABLE OF CONTENTS About WWPA......................................... 3 Groupings..................................... 3 Design Values........................................ 3 Mechanical Properties..................................

More information

Strong Way Systems Wood Column with SWS Foundation System. Chart 1

Strong Way Systems Wood Column with SWS Foundation System. Chart 1 Strong Way Systems Wood Column with SWS Foundation System Chart 1 Allowable Loads For 3 ply 2x6, 4 ply 2x6, 3 ply 2x8 and 4 ply 2x8 Nail-Lam or Glulam Post-Frame Sidewall Columns TTE Project Number E134-18

More information

Davorin Matanović DRILLING LINE (ROPE) AND BLOCKS

Davorin Matanović DRILLING LINE (ROPE) AND BLOCKS Davorin Matanović DRILLING LINE (ROPE) AND BLOCKS DRILLING LINE (ROPE) AND BLOCKS The term drilling line pertain to the wire rope made from steel wires. It is spooled onto the drum of the draw works hoist,

More information

threaded rod Keystock Diamond Case Linear Shafting strapping seals tools

threaded rod Keystock Diamond Case Linear Shafting strapping seals tools threaded rod Keystock Diamond Case Linear Shafting strapping seals tools THREADED STEEL ROD... 19-2 KEY STOCK... 19-2 STEEL STRAPPING... 19-3 DIAMOND CASE SHAFTING Carbon (1060) Standard Sizes... 19-4

More information

Also suitable for: Concrete C12/15. For fixing of: Steel constructions Railings Consoles Ladders Wooden constructions Cable trays Machines Staircases

Also suitable for: Concrete C12/15. For fixing of: Steel constructions Railings Consoles Ladders Wooden constructions Cable trays Machines Staircases 28 Highbond anchor FHB II Flexible installation and highest loads in the cracked tensile zone. OVERVIEW FHB II-A S (standard), zinc plated steel FHB II-A L (performance optimised), zinc-plated steel Resin

More information

OPERATION AND INSTRUCTION MANUAL Swivel Anchor Model: SWY100N

OPERATION AND INSTRUCTION MANUAL Swivel Anchor Model: SWY100N OPERATION AND INSTRUCTION MANUAL Swivel Anchor Model: SWY100N IMPORTANT!!! ALL PERSONS USING THIS EQUIPMENT MUST READ AND UNDERSTAND ALL INSTRUCTIONS. FAILURE TO DO SO MAY RESULT IN SERIOUS INJURY OR DEATH.

More information

Highbond anchor FHB II-A S

Highbond anchor FHB II-A S Highbond anchor FHB II-A S The best performance in cracked concrete with the least installation effort VERSIONS APPROVALS zinc-plated steel stainless steel high corrosion-resistant steel ADVANTAGES BUILDING

More information

Tank Tie off Report for Pipes Albuquerque 1/3

Tank Tie off Report for Pipes Albuquerque 1/3 Tank Tie off Report for Pipes Albuquerque 1/3 Summary: The following report contains an analysis created by Core Engineering LLC for NuStar Energy. This report was commissioned to analyze anchor points

More information

provides an increased stiffness and strength compared with standard cee studs, resulting in lighter headers which require less labor to install.

provides an increased stiffness and strength compared with standard cee studs, resulting in lighter headers which require less labor to install. CURTAIN WALL SYSTEMS HEADER/SILL SOLUTIONS JAMSTUD HEADER/SILL ASSEMBLY VALUE delivers exceptional value when utilized as part of a header or sill assembly. s unique shape allows for the design and construction

More information

HARDPOINT ASESSMENT FOR SUSPENSION BONDAGE

HARDPOINT ASESSMENT FOR SUSPENSION BONDAGE HARDPOINT ASESSMENT FOR SUSPENSION BONDAGE By Jim Duvall w Jim Duvall 2011 COURSE GOALS Will that hold me? Why should you worry? How much should you worry? Who pays the price of failure? w Jim Duvall 2011

More information

SECURITY AND CONFIDENCE AT HEIGHT

SECURITY AND CONFIDENCE AT HEIGHT Detachable Cable Sleeve SECURITY AND CONFIDENCE AT HEIGHT THE ULTIMATE IN FALL PROTECTION THE DANGERS OF WORKING AT HEIGHT Every day, workers around the world climb ladders to great heights to get their

More information

Fall Protection Checklist. Guardrail System

Fall Protection Checklist. Guardrail System Fall Protection Checklist Location/Department: Date of Inspection: Inspectors: Corrective Actions: Work order/memos were issued: Yes No Date issued: In accordance with the MIOSHA and OSHA standards the

More information

E10 E10 E10 E10 E10 E10 E10 E10 E10 E10 E10 E10 E10 E10. Cable gland Series 8161/7, 8161/8. Installation Equipment and Accessories E10/1.

E10 E10 E10 E10 E10 E10 E10 E10 E10 E10 E10 E10 E10 E10. Cable gland Series 8161/7, 8161/8. Installation Equipment and Accessories E10/1. > Explosion protection type "Increased safety" > Degree of protection IP68 > Ex e and Ex i versions > Integrated blind plug (accessory) for closing unused cable glands > Cable diameter ranges from 1 to

More information

Other Si min/max. Cr min/max. 0.4/ / / / Bal.

Other Si min/max. Cr min/max. 0.4/ / / / Bal. 178.46 Specification 3AL seamless aluminum cylinders. (a) Size and service pressure. A DOT 3AL cylinder is a seamless aluminum cylinder with a imum water capacity of 1000 pounds and minimum service pressure

More information

CUT AND WEAR PROTECTION

CUT AND WEAR PROTECTION CUT AND WEAR PROTECTION Selection of Products protection products need to be used in applications where sling damage can occur. Cutting of synthetic slings during use is the number one cause of sling accidents.

More information

DIVISION: CONCRETE SECTION: CONCRETE ANCHORS DIVISION: METALS SECTION: POST INSTALLED CONCRETE ANCHORS

DIVISION: CONCRETE SECTION: CONCRETE ANCHORS DIVISION: METALS SECTION: POST INSTALLED CONCRETE ANCHORS 0 Most Widely Accepted and Trusted ICC ES Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 2691 Reissued 04/2017 This report is subject to renewal 04/2019. DIVISION: 03 00 00 CONCRETE

More information

25 year warranty! Columns Are Available in Common Sizes: Widths: 3-1/2, 5-7/16, 5-1/2 and 7 Depths: 3-1/2, 5-1/2 and 7

25 year warranty! Columns Are Available in Common Sizes: Widths: 3-1/2, 5-7/16, 5-1/2 and 7 Depths: 3-1/2, 5-1/2 and 7 The OUTSIDER TM the finest pressure-treated glulam beams and columns engineered for building outdoors The Outsider beams and columns are made of Southern Yellow Pine and then pressure treated to resist

More information

FALL PROTECTION LADDERS ACCESSWAYS

FALL PROTECTION LADDERS ACCESSWAYS FALL PROTECTION LADDERS ACCESSWAYS PORTABLE LADDERS Max. Height 20 Step Ladder For small hand tool use only Must have non-slip feet Top step is not to be stood on Wood ladders not to be painted See COE

More information

1/2 METER FLYTE-DECK II FIBERGLASS STAND (6' BOARD) (8' BOARD) (10' BOARD)

1/2 METER FLYTE-DECK II FIBERGLASS STAND (6' BOARD) (8' BOARD) (10' BOARD) 1/2 METER FLYTE-DECK II FIBERGLASS STAND 70-209-736 (6' BOARD) 70-209-738 (8' BOARD) 70-209-740 (10' BOARD) CAUTION ALL MINIMUM WATER ENVELOPE DIMENSIONS FOR RESIDENTIAL INGROUND SWIMMING POOLS MUST MEET

More information

New MacLean-Dixie 4-1/2 Strength Squared Pipe Piles/Anchors (Patent Pending) for Compression and Tension Applications

New MacLean-Dixie 4-1/2 Strength Squared Pipe Piles/Anchors (Patent Pending) for Compression and Tension Applications Page: 1 of 6 New MacLean-Dixie 4-1/2 Strength Squared Pipe Piles/Anchors (Patent Pending) for Compression and Tension Applications P45 Series 4-1/2 (O.D.) Schedule 40 Pipe Pile Torque Capacity (ft-lbs)

More information

SOFRASAR TUNNEL PRODUCTS CONNECTING ALL COMPONENTS

SOFRASAR TUNNEL PRODUCTS CONNECTING ALL COMPONENTS www.optimas.com SOFRASAR TUNNEL PRODUCTS CONNECTING ALL COMPONENTS CONTENTS DOWEL SYSTEM SOF-FIX AXIS 110 PG. 06 DOWEL SYSTEMS 04 BOLTING SYSTEMS 08 GROUT LIFT SOCKETS 11 CENTERING DOWELS AND SHEAR DOWELS

More information

AMTEC SUPPORT GRIPS STANDARD, HEAVY DUTY & CONDUIT GRIPS

AMTEC SUPPORT GRIPS STANDARD, HEAVY DUTY & CONDUIT GRIPS AMTEC SUPPORT GRIPS STANDARD, HEAVY DUTY & CONDUIT GRIPS DESIGNED TO HOLD THE WEIGHT FOR ELECTRICAL CABLE AS IT HANGS IN VERTICAL, SLOPING OR HORIZONTAL POSITIONS. EASILY INSTALLED AND REMOVED USING NO

More information

TB-354 March 2017 (Expires 3/2019) Select Beam Design Tables

TB-354 March 2017 (Expires 3/2019) Select Beam Design Tables TB-35 March 017 (Expires 3/019) Select Beam Design Tables The following information is intended to assist building designers and/or building officials in selecting appropriate Trus Joist beam products.

More information

DBI SALA Advanced Hoist Systems

DBI SALA Advanced Hoist Systems DBI SALA 8518008 Advanced Hoist Systems CONTENTS History of Unique Concepts Limited... 2 Uni-Anchor Plates & Lugs... 3 Portable Uni-Anchor & Beam Clamp... 3 Mast Assembly... 4 Options... 5 Features...

More information

ENGINEERING DESIGN GUIDE. D-M-E Hydraulic Unscrewing Device

ENGINEERING DESIGN GUIDE. D-M-E Hydraulic Unscrewing Device ENGINEERING DESIGN GUIDE D-M-E Hydraulic Unscrewing Device ENGINEERING DESIGN GUIDE D-M-E Hydraulic Unscrewing Device Hydraulic Unscrewing Device Without guiding thread with cam Safety Considerations Mold

More information

A Basic Approach to the Installation of Small Movement Expansion Joints. Peter Weykamp, P.E.

A Basic Approach to the Installation of Small Movement Expansion Joints. Peter Weykamp, P.E. A Basic Approach to the Installation of Small Movement Expansion Joints Peter Weykamp, P.E. OBJECTIVE Avoid failures Share practices Simplify Guide Dialog NYSDOT TRANSITION Armor to Elastomeric Systems

More information

New MacLean-Dixie 3-1/2 Strength Squared Pipe Piles/Anchors (Patent Pending) for Compression and Tension Applications

New MacLean-Dixie 3-1/2 Strength Squared Pipe Piles/Anchors (Patent Pending) for Compression and Tension Applications Page: 1 of 6 New MacLean-Dixie 3-1/2 Strength Squared Pipe Piles/Anchors (Patent Pending) for Compression and Tension Applications ICC AC358 Acceptance Criteria for Foundation Systems and Devices APPLICATION

More information

FALL PROTECTION GUIDELINE

FALL PROTECTION GUIDELINE FALL PROTECTION GUIDELINE July 2001 Table of Contents INTRODUCTION...3 CONTROL MEASURES...4 SURFACE PROTECTION...4 FIXED BARRIERS...5 EXAMPLES OF GUARDRAIL...6 WARNING BARRIERS...7 HANDRAILS...8 SURFACE

More information

DELUXE LOW PROFILE 18 & 30 STARTING PLATFORMS

DELUXE LOW PROFILE 18 & 30 STARTING PLATFORMS DELUXE LOW PROFILE 18 & 30 STARTING PLATFORMS INSTALLATION INSTRUCTIONS CORPORATE HEADQUARTERS WESTERN SALES AND MANUFACTURING PLANT P.O. Box 400 1017 SW Berg Parkway Canby, Oregon 97013 (503) 266-2231

More information

HIT-HY 200 Adhesive Anchor Technical Supplement. One giant leap. Hilti. Outperform. Outlast.

HIT-HY 200 Adhesive Anchor Technical Supplement. One giant leap. Hilti. Outperform. Outlast. HIT-HY 200 Adhesive Anchor Technical Supplement One giant leap. Hilti. Outperform. Outlast. HIT-HY 200 Safe Set Technology One giant leap. The new Hilti HIT-HY 200 Adhesive Anchoring System is out of this

More information

PACIFIC SHORING, LLC ALUMINUM SHORING PRODUCTS PSH HEAVY DUTY HYDRAULIC WALER RAIL SYSTEM. TABULATED DATA Effective December 10, 2013

PACIFIC SHORING, LLC ALUMINUM SHORING PRODUCTS PSH HEAVY DUTY HYDRAULIC WALER RAIL SYSTEM. TABULATED DATA Effective December 10, 2013 1 HEAVY DUTY HYDRAULIC WALER RAIL SYSTEM Effective December 10, 2013 PSH 265 Roberts Avenue Santa Rosa, Ca. 95407 (707) 575-9014 Construction Engineering Resource 1837 Wright Street Santa Rosa, Ca. 95404

More information

PACIFIC SHORING, LLC ALUMINUM SHORING PRODUCTS HEAVY DUTY HYDRAULIC WALER RAIL SYSTEM. TABULATED DATA Effective August 25, 2015

PACIFIC SHORING, LLC ALUMINUM SHORING PRODUCTS HEAVY DUTY HYDRAULIC WALER RAIL SYSTEM. TABULATED DATA Effective August 25, 2015 1 HEAVY DUTY HYDRAULIC WALER RAIL SYSTEM Effective August 25, 2015 PSH 265 Roberts Avenue Santa Rosa, Ca. 95407 (707) 575-9014 Construction Engineering Resource 1837 Wright Street Santa Rosa, Ca. 95404

More information

Introduction Introduction

Introduction Introduction Introduction Maritime International is a leading manufacturer of marine bollards and cleats worldwide. Our range of bollards and cleats is unsurpassed by any other manufacturer or supplier. Maritime can

More information

COMPFIRE CCFT-FP_550_55_ September 2010 Fin Plate Connection to Circular Concrete-Filled Tube Test Result

COMPFIRE CCFT-FP_550_55_ September 2010 Fin Plate Connection to Circular Concrete-Filled Tube Test Result Reaction Frame Macalloy Bars Camera 3 Support Beam α Oven Bar Camera 2 Link Bar Camera 1 Tested Connection Jack Bar Electrical Furnace Reaction Frame Load Jack v2_5 April 2011 1 Oven Bar Link Bar View

More information

Cc: Bridget Bero, Ph.D., P.E., Wilbert Odem, Ph.D., P.E., and Alarick Reiboldt, EIT, CENE 486 Instructors

Cc: Bridget Bero, Ph.D., P.E., Wilbert Odem, Ph.D., P.E., and Alarick Reiboldt, EIT, CENE 486 Instructors To: Mark Lamer, P.E., CENE 486 Grading Instructor From: North Star Engineering: ASCE 2015-16 Concrete Canoe Team Date: January 25 th, 2016 Re: Technical Advising Meeting #1 Chelsie Kekaula Reinforcement

More information