REF: CL-10130-S
Internal REF: 00143
18
th
April 2019
Clenergy Australia
1/10 Duerdin Street
Clayton, VIC 3168
Array Frame Engineering Certificate
Postmount PM6-A/2100 Installation
MW Engineering Melbourne Pty Ltd, being Structural Engineers within the meaning of Australian and
NZ Building Regulations, have carried out a structural design check of the PV-ezRack Postmount PM6-
A/2100 within Australia. The design check has been based on the information in the
PV-ezRack PM6-
A/2100 Planning and Installation Guide
and schematic drawings of the system components, provided by
Clenergy Australia.
Part number
Description
ER-R-ECO/3150
PV-ezRack ECO Rail 3150mm
ER-RT-70/3170
PV-ezRack Rectangular Tube-
Landscape 70*70*3170*T4
ER-RT-100/2200
PV-ezRack Rectangular Tube-Master
100*100*2200*T5
ER-RT-100/576
PV-ezRack (PM6-A,PM8-A), Adjustable
Tube 100*50*576
ER-P-152/3000 PV-ezRack,
Pipe
ø152*3000*T6
ER-SC-PM6/PM8
PV-ezRack PM6-A,PM8-A, Steel Cap
Assembly
C-U/30/46-G
PV-ezRack, Universal Clamp for Frame
Height 30-46mm with Grounding Clip
We find the Postmount PM6-A/2100 to be structurally sufficient for Australian and New Zealand use,
based on the following conditions:
Wind Loads to AS/NZ1170.2:2011, Amendment 4-2016:
o
Wind Terrain Category: 2;
o
Wind average recurrence interval of 100 years- For ultimate state, 25 years- service-
ability;
o
Wind region A, B, C & D;