SET-XP High-Strength Epoxy Anchoring Adhesive

Name: SET-XP High-Strength Epoxy Anchoring Adhesive
Brand: Simpson Strong-Tie
SKU: set-xp

Select your Model:

SKU: Obsolete

AUD$0.00per Carton

Description:

Please note: We have discontinued our SET-XP product line. We have transitioned to XP, our new and improved chemical anchor line. Please visit the HY-XP and EP-XP product pages.

SET-XP Epoxy Anchoring Adhesive is a high-strength formula for anchoring and doweling in cracked and uncracked concrete and masonry applications. It is a two-part system (dual cartridge) with the resin and hardener being simultaneously dispensed and mixed through the mixing nozzle. When properly mixed, adhesive will be a uniform teal colour for easy post-installation identification.

Model Variants:

SKU	Description	Unit	Carton QTY	Price AUD
	SET-XP High-Strength Epoxy Anchoring Adhesive	Carton

Model No Table:

Model No.	Description	Size	Box Qty
SET-XP650-AU	High-performance epoxy anchoring adhesive for cracked and uncracked concrete (Includes 2 mixing nozzles — EMN22i)	650ml	10
EDT22S	Manual dispensing tool for 650ml cartridges	—	1

SET-XP® Extra Performance Anchoring Adhesive — Gr 8.8 Threaded Rod

Installation Data

Description	Symbol	Units	Threaded Rod Size (mm)
Description	Symbol	Units	M12	M16	M20	M24	M27
Nominal Insert Diameter	d	mm	12	16	20	24	27
Drill Hole Diameter	do		14	18	24	28	30
Minimum Embedment Depth	hef,min		70	80	90	100	110
Maximum Embedment Depth	hef,max		240	320	400	480	540
Clearance Hole Diameter in Fixture	df		14	18	22	26	30
Installation Torque	Tinst, max	Nm	40	60	80	100	120

Concrete Thickness, Edge Distance and Spacing

Description	Symbol	Units	M12	M16	M20	M24	M27
Minimum Concrete Thickness	hmin	mm	hef + 30mm	hef + 2do
Minimum Edge Distance	cmin		80	100	115	135	155
Minimum Spacing	smin		45	60	70	80	90
Critical Edge Distance	ccr,N		1.5 x hef
Critical Spacing	scr,N		3 x hef

Design Resistance — Single Anchor, No Concrete Edge or Spacing Influence

Description	Symbol	Units	M12	M16	M20	M24	M27
Concrete strength is 30 MPa (cylinder) unreinforced, hole condition is "dry, damp or wet", and temperature range 24°C long-term/43°C short-term. Tabulated loads are valid at critical spacing and critical edge distance only. NRd and VRd is based on use of a Grade 8.8 threaded insert. Verify capacity if using a different steel grade. All design resistances are derived from the product's ETA (European Technical Assessment).
Embedment Depth	hef	mm	110	140	180	220	240
Minimum Concrete Thickness		mm	140	176	228	276	300
Uncracked Concrete
TENSION	NRd	kN	33.6	33.5	53.9	71.1	67.9
SHEAR	VRd	kN	27.2	50.4	78.4	113	147
Cracked Concrete
TENSION	NRd	kN	11.9	15.1	16.2	23.7	29.1
SHEAR	VRd	kN	27.2	42.2	45.2	66.4	81.4

Steel Design Resistance (Tension)

Description	Symbol	Units	M12	M16	M20	M24	M27
Steel Grade 5.8	NRd,s	kN	28.0	52.7	82.0	118	153
Steel Grade 8.8			44.7	84.0	131	188	245
Stainless Steel A4			31.6	58.8	92.0	132	80.4

Steel Design Resistance (Shear)

Description	Symbol	Units	M12	M16	M20	M24	M27
Steel Grade 5.8	VRd,s	kN	16.8	31.2	48.8	70.4	92.0
Steel Grade 8.8			27.2	50.4	78.4	113	147
Stainless Steel A4			19.2	35.3	55.1	79.5	48.3

SET-XP® Extra Performance Anchoring Adhesive — Rebar Grade B500 (DIN 488-2)

Installation Data

Description	Symbol	Units	Rebar Size (mm)
Description	Symbol	Units	12	14	16	20	25
Drill Hole Diameter	do	mm	16	18	20	25	32
Minimum Embedment Depth	hef,min		70	75	80	90	100
Maximum Embedment Depth	hef,max		240	280	320	400	500

Concrete Thickness, Edge Distance and Spacing

Description	Symbol	Units	12	14	16	20	25
Minimum Concrete Thickness	hmin	mm	hef + 30mm	hef + 2do
Minimum Edge Distance	cmin		80	90	100	115	135
Minimum Spacing	smin		45	50	60	70	80
Critical Edge Distance	ccr,N		1.5 x hef
Critical Spacing	scr,N		3 x hef

Design Resistance — Single Rebar, No Concrete Edge or Spacing Influence

Description	Symbol	Units	12	14	16	20	25
Embedment Depth	hef	mm	110	130	140	180	220
Minimum Concrete Thickness		mm	140	166	180	230	284
Uncracked Concrete
TENSION	NRd	kN	31.1	25.4	31.3	44.0	52.8
SHEAR	VRd	kN	20.7	28.0	36.7	57.3	90.0
Cracked Concrete
TENSION	NRd	kN	11.5	11.1	9.8	15.7	24.0
SHEAR	VRd	kN	20.7	26.7	23.5	37.7	57.6

Rebar Strength Tension

Description	Symbol	Units	12	14	16	20	25
Design Resistance	NRd,s	kN	44.3	60.7	79.3	124	193
Nominal Yield Strength	fyk		56.5	77.0	101	157	243
Nominal Tensile Strength	fuk		62.2	84.7	111	173	270

Rebar Strength Shear

Concrete strength is 30 MPa (cylinder) unreinforced, hole condition is "dry, damp or wet", and temperature range 24°C long-term/43°C short-term. Tabulated loads are valid at critical spacing and critical edge distance only. All design resistances are derived from the product's ETA (European Technical Assessment). Nominal yield strength (fyk) for Gr 500B Rebar is determined by the equation: fyk = 500 MPa x Anom Nominal tensile strength (fuk) for Gr 500B Rebar is determined by the equation: fuk = 550 MPa x Anom
Description	Symbol	Units	12	14	16	20	25
Design Resistance	VRd,s	kN	20.7	28.0	36.7	57	90.0