SpaTec Plus. Mechanical Anchoring 27.1 SAFETY ANCHORS 27.1 GENERAL INFORMATION

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1 27.1 SAFETY ANCHORS 27.1 GENERAL INFORMATION PERFORMANCE RELATED MATERIAL INSTALLATION RELATED Product A high security, high performance, through fixing, torque controlled expansion anchor which has approval for use in cracked and non-cracked concrete. Benefits, Advantages and Features European Technical Approval (option1) ETA-10/0276: Tested for Category 1 seismic performance in accordance with ETAG001 Annex E ( Category 2 pending ) CISMA Report Anchors exposed to seismic actions - NTC 022 Highest level of European approval for mechanical expansion anchors Approved for all directions (floor, wall, overhead) Shallow embedment depths Highest performance in cracked concrete Zinc Plated to 5μm Anchor diameters from M6 to M20 Suitable for structural loads: Safety critical loads High tensile capacity of Grade 8.8 Steel Bolt. Heavy duty, heat treated washer. Heavy duty, thick expansion sleeve that provides secure grip to concrete. Improved security: Large expansion reserve that ensures retention in concrete if overloaded. Torque induced pull down closes gaps and induces preload. Resistant to cyclic loading: Heavy duty sleeve with integrated pull-down section works to retain 65% of initial preload. Fast installation: Hex Nut & Hex Bolt versions available Countersunk heads available. Through fixing eliminates marking out and repositioning of fixtures. Fire rated: Refer Fire rated mechanical anchor section. Cracked Concrete: Refer to Cracked Concrete section. Installation Hex Head Hex Nut - Threaded Rod C/Sunk Head ETA Principal Applications Structural beams and columns Anchoring braces for precast panels Safety barriers Racking Machinery and heavy plant hold down Lift guide rails Commercial building facades L e L e L e d b d b d b Drill or core a hole to the recommended diameter and depth using the fixture as a template. Clean the hole thoroughly with a hole cleaning brush. Remove the debris with a hand pump, compressed air, or vacuum. 2. After ensuring that the anchor is assembled correctly, insert the anchor through the fixture and drive with a hammer until the washer contacts the fixture. 3. Tighten the bolt with a torque wrench to the specified assembly torque RAMSET

2 SAFETY ANCHORS Installation and performance details Anchor Size, d b (mm) Drilled Hole diam., d h (mm) Fixture hole diameter, d f (mm) M M M M Installation details Optimum dimensions* Reduced Characteristic Capacity # Steel Concrete Anchor Tightening Edge* Anchor Tension, ØN uc (kn)** effective torque, distance, spacing, a c Shear, Concrete compressive strength, f'c depth, h (mm) T r (Nm) e c (mm) (mm) ØV us (kn) 20 MPa 32 MPa 40 MPa * Note: For shear loads acting towards an edge or where these optimum dimensions are not achievable, please use the simplified strength limit state design process to verify capacity. **Note: Reduced characteristic ultimate concrete tensile capacity = ØN uc where Ø = 0.67 and N uc = Characteristic ultimate concrete tensile capacity. For conversion to Working Load Limit MULTIPLY ØN uc x DESCRIPTION AND PART NUMBERS Drilled hole Effective Part Number Anchor diameter, d h length, L e Zinc Stainless Steel Zinc size, d b (mm) (mm) (Hex Hd) (Hex Hd) (C/Sunk Hd) 90 SP M SP10105F 95 - SP10110SS** - 90 SP M SP12120 SP12120SS** SP12120F** M SP16145ESS* ** SP M SP *Note hex nut assembly. **Note: Lead times apply. Note: For more sizes and different head styles, refer to page 242, 284 or ENGINEERING PROPERTIES - Carbon Steel h = L e - t t = total thickness of material(s) being fixed Substrate thickness, bm (mm) b m = h + (3.5 x d h ) Shank Bolt stress Bolt yield Spacer Spacer yield Section Anchor diameter, d Bolt UTS, Spacer UTS, size, d s area, A s strength, f y area, A b f u (MPa) s strength, f y modulus (mm) (mm f u (MPa) ) (MPa) (mm 2 ) (MPa) Z (mm 3 ) M M M M ENGINEERING PROPERTIES Stainless Steel Drilled hole depth, h 1 (mm) h 1 = h + ( 1.5 x d h ) h = Effective depth Shank Bolt stress Bolt yield Spacer Spacer yield Section Anchor diameter, d Bolt UTS, Spacer UTS, size, d s area, A s strength, f y area, A b f u (MPa) s strength, f y modulus (mm) (mm f u (MPa) ) (MPa) (mm 2 ) (MPa) Z (mm 3 ) M M M RAMSET

3 STEP 1 Select anchor to be evaluated Table 1a Indicative combined loading interaction diagram Design tensile action effect, N* (kn) M20 M16 M12 M Design shear action effect, V* (kn) Notes: ~ Shear limited by bolt and spacer steel capacity. ~ Tension limited by concrete cone capacity. ~ No edge or spacing effects. ~ f' c = 32 MPa Table 1b Absolute minimum edge distance and anchor spacing values, e m and a m (mm) Edge distance, e m Anchor spacing, a m Step 1c Calculate anchor effective depth, h (mm) Refer to Description and Part Numbers table on page 186. h = L e - t t = total thickness of material(s) being fixed 1 Anchor size determined, absolute minimum compliance achieved, effective depth (h) calculated RAMSET

4 STEP 2 Verify concrete tensile capacity - per anchor Table 2a Reduced characteristic ultimate concrete tensile capacity, ØN uc (kn), Ø c = 0.67, f c = 32 MPa Drilled hole dia., d h (mm) Note: Effective depth, h must be 4 x drilled hole diameter, d h for anchor to achieve tabled shear capacities. Table 2b Concrete compressive strength effect, tension, X nc f c (MPa) X nc Table 2c Edge distance effect, tension, X ne Edge distance, e (mm) Table 2d Anchor spacing effect, end of a row, tension, X nae Note: For single anchor designs, X nae = 1.0 Anchor spacing, a (mm) RAMSET

5 Table 2e Anchor spacing effect, internal to a row, tension, X nai Note: For single anchor designs, X nai = 1.0 Anchor spacing, a (mm) Design reduced ultimate concrete tensile capacity, ØN urc ØN urc = ØN uc * X nc * X ne * ( X nae or X nai ) STEP 3 Verify anchor tensile capacity - per anchor Table 3a Reduced characteristic ultimate steel tensile capacity, ØN us (kn), Ø n = 0.8 Carbon steel Stainless Steel Step 3b Reduced characteristic ultimate bolt steel tensile capacity, ØN tf (kn) Not appropriate for this product. 3 Design reduced ultimate tensile capacity, ØN ur ØN ur = minimum of ØN urc, ØN us Check N* / ØN ur 1, if not satisfied return to step 1 Tensile performance conversion table Performance Required Concrete Tensile Performance Notation Concrete Tension Capacity NOTE: Design Tensile Capacity is the minimum of Concrete Tension and Steel Tension Capacities Notation Steel Tensile Performance Carbon Steel Tension Capacity Strength Limit State ØN urc MULTIPLY ØN urc x 1.00 ØN us MULTIPLY ØN us x 1.00 Working Load Limit N ac MULTIPLY ØN urc x 0.50 N as MULTIPLY ØN us x 0.56 Cyclic Loading N yc MULITPLY ØN urc x 0.50 N ys MULITPLY ØN us x 0.56 Fire Resistance N Rk,c,fi,t Refer to pages N Rk,s,fi,t Refer to pages Cracked Concrete/Tension Zone N 0 Rd,p Refer to pages N Rd,s Refer to pages Seismic N 0 Rd,p,sis Refer to pages N Rd,s,sis Refer to pages RAMSET

6 STEP 4 Verify concrete shear capacity - per anchor Table 4a Reduced characteristic ultimate concrete edge shear capacity, ØV uc (kn), Ø q = 0.6, f c = 32 MPa Edge distance, e (mm) Note: Effective depth, h must be 4 x drilled hole diameter, d h for anchor to achieve tabled shear capacities. V* Load direction effect, conc. edge shear, X vd Table 4b Concrete compressive strength effect, concrete edge shear, X vc f c (MPa) X vc Table 4c Load direction effect, concrete edge shear, X vd Angle, X vd Table 4d Anchor spacing effect, concrete edge shear, X va Note: For single anchor designs, X va = 1.0 Edge distance, e (mm) Anchor spacing, a (mm) RAMSET

7 e 1 Concrete edges Shear Force e 2 ANCHOR AT A CORNER Failure wedge Table 4e Multiple anchors effect, concrete edge shear, X vn Note: For single anchor designs, X vn = 1.0 Anchor spacing / Edge distance, a / e Number of anchors, n Table 4f Anchor at a corner effect, concrete edge shear, X vs Note: For e 1 /e 2 > 1.25, X vs = 1.0 Edge distance, e 2 (mm) Edge dustance, e 1 (mm) Design reduced ultimate concrete edge shear capacity, ØV urc ØV urc = ØV uc * X vc * X vd * X va * X vn * X vs STEP 5 Verify anchor shear capacity - per anchor Table 5a Reduced characteristic ultimate steel shear capacity, ØV us (kn), Ø v = 0.8 Full Shear, (bolt and spacer) (kn) Carbon Steel Stainless Steel h min to achieve full shear (mm) Bolt Shear only (kn) Carbon Steel Stainless Steel h min to achieve full shear (mm) RAMSET

8 Step 5b Reduced characteristic ultimate bolt steel shear capacity, ØV sf (kn) Not appropriate for this product. 5 Design reduced ultimate shear capacity, ØV ur ØV ur = minimum of ØV urc, ØV us Check V* / ØV ur 1, if not satisfied return to step 1 Shear performance conversion table Performance Required Concrete Shear Performance Notation Concrete Shear Capacity Notation Steel Shear Performance Carbon Steel Shear Capacity Strength Limit State ØV uc MULTIPLY ØV uc x 1.00 ØV us MULTIPLY ØV us x 1.00 Working Load Limit V ac MULTIPLY ØV uc x 0.55 V as MULTIPLY ØV us x 0.50 Cyclic Loading V yc MULITPLY ØV uc x 0.55 V ys MULITPLY ØV us x 0.50 Fire Resistance V Rk,c,fi,t Refer to pages V Rk,s,fi,t Refer to pages Cracked Concrete/Tension Zone V 0 Rd,c Refer to pages V 0 Rd,s Refer to pages Seismic V 0 Rd,c,sis Refer to pages V 0 Rd,s,sis Refer to pages NOTE: Design Shear Capacity is the minimum of Concrete Shear and Steel Shear Capacities STEP 6 6 Combined loading and specification Check N*/ØN ur + V*/ØV ur 1.2, if not satisfied return to step 1 Specify Ramset Anchor, (Anchor Size) ((Part Number)). Maximum fixed thickness to be (t) mm. Example Ramset Anchor, M12 (SP12120). Maximum fixed thickness to be 8 mm. To be installed in accordance with Ramset Technical Data Sheet RAMSET