Disclaimer: While every reasonable effort has been made to ensure that this document is correct at the time of printing, Hobson Engineering, its agencies and employees, disclaim any and all liability to any person in respect of anything or the consequences of anything done or omitted to be done in reliance upon the whole or any part of this document. Release: June 7, 2016 www.conxtruct.com.au DataSheet VME Heavy Duty Epoxy Chemical Anchor Note: Discard the first three full trigger pulls of the chemical before step No. 4. For detailed installation instructions, please get in touch with a Hobson Engineering representative. The MKT VME is an epoxy based chemical anchor that has been tested and approved internationally for heavy duty chemical anchoring applications with threaded rods internally threaded rods and rebars. European Technical Approval (ETA-09/0350) American ICC-ES Evaluation Report (ESR-2845) Fire Rated load bearing performance data. The MKT VME approvals attest to its reliability and performance. Suitable for heavy loads Suitable for diamond cored holes Suitable for cracked concrete Suitable for wet or water filled holes Suitable for deep embedments (rebar applications) Fire rated 2 1 5 4 4 3 VME 385 mL VME 585 mL VME 1400 mL 385 mL Manual Dispenser 585 mL Manual Dispenser 585 mL Pneumatic Dispenser 1400 mL Pneumatic Dispenser Ask your Hobson Representative for other accessories that will make your chemical anchoring so much easier. SA TS 101 Compatible with the new Australian Standard for Anchor Design (SA TS 101)
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ataheet VME Heavy Duty Epoxy Chemical Anchor · PDF fileVME Heavy Duty Epoxy Chemical Anchor Note: Discard the first three full trigger pulls of the chemical before step No. 4. For
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Disclaimer: While every reasonable effort has been made to ensure that this document is correct at the time of printing, Hobson Engineering, its agencies and employees, disclaim any and all liability to any person in respect of anything or the consequences of anything done or omitted to be done in reliance upon the whole or any part of this document.
Release: June 7, 2016 www.conxtruct.com.au
DataSheetVME Heavy Duty Epoxy Chemical Anchor
Note: Discard the first three full trigger pulls of the chemical before step No. 4. For detailed installation instructions, please get in touch with a Hobson Engineering representative.
The MKT VME is an epoxy based chemical anchor that has been tested and approved internationally for heavy duty chemical anchoring applications with threaded rods internally threaded rods and rebars.
European Technical Approval (ETA-09/0350)
American ICC-ES Evaluation Report (ESR-2845)
Fire Rated load bearing performance data.
The MKT VME approvals attest to its reliability and performance.
Suitable for heavy loads
Suitable for diamond cored holes
Suitable for cracked concrete
Suitable for wet or water filled holes
Suitable for deep embedments (rebar applications)
Fire rated
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1
5
4
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VME 385 mL VME 585 mL VME 1400 mL
385 mL Manual Dispenser
585 mL ManualDispenser
585 mL Pneumatic Dispenser
1400 mL Pneumatic Dispenser
Ask your Hobson Representative for other accessories that will make your chemical anchoring so much easier.
SATS 101
Compatible with the new Australian Standard for Anchor Design (SA TS 101)
Disclaimer: While every reasonable effort has been made to ensure that this document is correct at the time of printing, Hobson Engineering, its agencies and employees, disclaim any and all liability to any person in respect of anything or the consequences of anything done or omitted to be done in reliance upon the whole or any part of this document.
Release: June 7, 2016 www.conxtruct.com.au
DataSheetVME Heavy Duty Epoxy Chemical Anchor
0 cb and hb are used in the calculation of the basic shear strength of concrete edge. hb alone is used in the calculation of concrete relevant tensile strengths, thus, assuming that the anchor is free from the incluence of any edge.
1 The design tensile strength is comparatively calculated from steel strength, concrete cone strength and pullout strength. hb is the embedment depth, while the strength reduction factors of f = 0.60 for concrete and f = 0.80 for zinc plated threaded rods are used.
2 The design shear strength is comparatively calculated from steel strength and concrete edge strength. cb is the edge distance used while the strength reduction factors of f = 0.60 for concrete, f = 0.80 for zinc plated steel are used.
3 For Working Load Limit (WLL) the factor of safety are FOS = 2.5 for steel and FOS = 3.0 for concrete.