Why Mikyotech?
We are one of the leading sawn timber suppliers in Malaysia since 2001. We specialize in sourcing and supplying sawn timber across Malaysia. We also export to Middle East, Europe and Japan on special requests. We source, supply and trade all types of tropical woods such as plywood, flooring, handrail, etc for the use of residences and commercial premises.
Because we have our own sawnmills and warehouses in Malaysia, we are able to supply as well as customize your order within short period of time.
Our timber supplies come in different groups in compliance to the MTIB specifications. Our existing clients are major developers in Malaysia and we support projects such as Iskandar Johor, KLIA, KLIA 2, MRT, to name just a few.
Contact us for your timber requirements and we will be in touch with our expert consultation and attractive quotations.
Because we have our own sawnmills and warehouses in Malaysia, we are able to supply as well as customize your order within short period of time.
Our timber supplies come in different groups in compliance to the MTIB specifications. Our existing clients are major developers in Malaysia and we support projects such as Iskandar Johor, KLIA, KLIA 2, MRT, to name just a few.
Contact us for your timber requirements and we will be in touch with our expert consultation and attractive quotations.
MTIB Specifications
In the usage of timber for structural purposes, the strength properties of the timber are of prime importance. The strength required of a timber varies, depending on the load that the structure is expected to carry. Obviously, the heavier the loading, the stronger the timber required. The strength properties of most of the common timbers have been studied and based on conventional standards, the timbers have been grouped into Strength Groups, as shown below: -
Strength Group A: Extremely Strong
Strength Group B: Very Strong
Strength Group C: Strong
Strength Group D: Weak
Strength Group A: Extremely Strong
Strength Group B: Very Strong
Strength Group C: Strong
Strength Group D: Weak
Strength Groups of Timbers and Their Applications
* The strength groups mentioned here are based on Engku Abdul Rahman’s (1988a,b) classification wherever possible. For timbers that have not been classified by Engku Abdul Rahman, their strength grouping is based on Burgess (1958).
** Malaysian Standard Code of Practice for Structural Use of Timber (MS 544:Part 2:2001). |
Strength Groupings of Timbers
* Commercially available
Source: Malaysian Standard Code of Practice for Structural Use of Timber (MS 544:Part 2:2001). |
Contact Us
Get in touch with us for an attractive quotation!
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Mikyotech Sdn. Bhd. (565149-A)
Lot 2, Jalan TUDM, Kg. Baru Subang, 40150 Shah Alam, Selangor. Tel: +603.7842.3626 Fax: +603.7842.3629 Email: [email protected] |