Hemlock-Purbond-H20 Beam
Class: P20
All test results show the technical data have exceeded the requirements of EN13377 .
Shear Resistance (kN) : 38.0 ＞ 23.9
Bending Resistance(kN) : 16.4 ＞ 10.9
Bearing Resistance(kN) : 56.30 ＞ 47.8
Bending Stiffness(kNm2) : 460 ＞ 450
Flange
Made of carefully selected hemlock
Thickness x Width : 40x
Web
Thickness :27,
Pine Plywood
Glue
Purbond
Wood Moisture Content
Less than 12% at the time of delivery
Surface Protection
The complete beam is waterproofed using a water-repellent color glaze
End : plastic or metal end
Weight
Appr
Standard Lengths
2.45/2.90/3.30/3.90/4.90/
Mechanical Specification
Please refer to the following test report
Loading
Appr.
MOQ
1x40HQ
Delivery Time
30-45days
Payment Term
30% deposit
70% balance against B/L copy within 3 days .
Packing
The packages are delivered suitable for the construction site and protected by integrated supporting timber .
SGS Test Report Sample Number SC090120014 Dimension H200x40x Test Item Test Standard Test Value Requirement Result Value Failure Location Shear Resistance (kN) EN 13377 : 2002 38.0 Around 1/2 of the length ≥23.9 Pass Bending Resistance(kN) 16.4 Finger joint ≥10.9 Pass Bearing Resistance(kN) 56.30 Around 1/4 of the length and finger joint ≥47.8 Pass Bending Stiffness(kNm2) 460 ≥450 Pass Conclusion Test Samples comply with the requirements of structural properties of class P20 according to EN 13377:2002 Test Part Description 1. Timber Beam: 2. Timber Beam: 3. Timber Beam: