Strength Data

Bonding Force Reference Sheet

Concrete Epoxy Pull Out Test Demo

To validate and test our Concrete Epoxy Strength, Horse hm500 Philippines under Seven Tiger Metal Works conducted a Pull Out Test using 200kN capacity pull out tester machine, settings parameter are, for the bolt, we will be using Stainless Steel 304, Full Thread Rod with a diameter of 10 millimeter. For the hole diameter , we used 14 millimeter drill bit. for our anchoring depth, it will be around 80 millimeter.

Note: 1 kN(kilo newton) is equivalent to 101.97kg load under Earth gravity.

Reference table for HM-500 anchor adhesive installation and anchoring binding force

Anchoring Adhesion Reference for Steel Bar Installation

Steel Bar Diameter Φ(mm)	Hole Diameter Φ(mm)	Steel Bar Yield (kN)	Characteristic Value of Anchoring Adhesion RK(kN)																		Steel Bar Installation Yield depth lb(mm)
10	13	26.3	26.1	26.3	26.3	26.3															105
12	16	37.9		36.2	37.9	37.9	37.9														125
14	18	51.6			45.2	49.8	51.6	51.6	51.6												150
16	20	67.4					60.3	67.4	67.4	67.4	67.4										175
18	22	85.2						74.6	82.9	85.2	85.2	85.2									200
20	25	105.2							94.2	100.5	105.2	105.2	105.2								220
22	28	127.3								112.5	126.8	127.3	127.3	127.3							240
25	32	164.4									144.8	160.8	164.4	164.4	164.4	164.4					270
28	35	206.3										175.9	193.4	206.3	206.3	206.3	206.3				305
32	40	269.4												241.3	251.3	269.4	269.4	269.4			350
40	50	421.0														339.3	383.3	421.0	421.0	421.0	440
Anchoring Depth			80	90	100	110	120	135	150	160	180	200	220	240	250	270	305	350	400	440

Notes:
1. Concrete strength is C30, grade II steel yield strength is 335 N/mm2.
2. Please follow the recommended settings parameter for diameter and anchoring depth under the Anchoring Adhesion Reference Table.

Anchoring Adhesion Reference for Steel Bar Installation

Steel Bar Diameter Φ(mm)	Hole Diameter Φ(mm)	Steel Bar Yield (kN)	Characteristic Value of Anchoring Adhesion RK(kN)																		Steel Bar Installation Yield depth lb(mm)
10	13	22.9	17.4	19.6	21.8	22.9															105
12	16	33.0		24.1	26.8	29.5	33.0														125
14	18	44.8			30.1	33.2	36.2	40.7	44.8												150
16	20	58.5					40.2	45.1	50.1	53.5	58.5										175
18	22	74.1						49.7	55.3	59.0	66.4	74.1									200
20	25	91.5							62.8	67.0	75.3	83.7	91.5								220
22	28	110.7								75.0	84.4	93.8	103.2	110.7							240
25	32	143.0									96.5	107.2	118.0	128.7	134.0	143.0					270
28	35	179.3										117.2	128.9	140.6	146.5	158.3	179.3				305
32	40	234.2												160.8	167.3	181.0	204.4	234.2			350
40	50	365.9														226.2	255.5	293.1	334.9	365.9	440
Anchoring Depth			80	90	100	110	120	135	150	160	180	200	220	240	250	270	305	350	400	440

Notes:
1. Concrete strength is C30, grade II steel yield strength is 310 N/mm2
2. Designed safety coefficient of steel bar ys=1.15
3. Designed safety coefficient of concrete yc=1.5

Pull-Out Strength Summary

Diameter Φ	Hole Diameter Φ(mm)	Anchoring Depth (mm)	Characteristic Value		Designed Value
Diameter Φ	Hole Diameter Φ(mm)	Anchoring Depth (mm)	Tensile Resistance(kN)	Shearing Resistance(kN)	Tensile Resistance(kN)	Shearing Resistance(kN)
M8	10	80	15.8	8.5	7.5	5
M10	12	90	22.9	13.7	12.5	8
M12	14	110	46.9	20	19	11.8
M16	18	125	65.6	37.8	29	22.2
M20	25	170	85.3	59	42.5	34.7
M24	28	210	170	85	59.7	50
M30	35	280	206	135.9	89	79.4