Providing Premium Section for Longer Solar life
Structure uses 165 MM Column size for Long term Durability
Rafter 110 MM used for stability of Load
Cross bracing and side bracing Used for cross movement Stability
Hat Purling Az150 Used for avoiding Bending Stress
The design of solar panel supporting structure is done and the effects of wind force on its structure stability are analyzed using design Code IS 875 Part 1 , IS 801 , Degree 10 wind speed 150Kmh.
Column Used are HDGI with 80 Micron with base plate welded
Column will be secured with 400x400mm civil Block
Column base Plate will be anchor fastened using Hilti or Equivalent Fastners
Rafter Purling and Bracing will be Fastened Using Ss304 Bolt Nut with PW and Sw
JSW Galvalume Az 150 Raw material used for Rafter purlin and Bracing Section
| Document Name | Download |
|---|---|
| GA DRAWING RSWW 5 KWp R0 | Download |
MTE
Mumbai, Maharashtra
Address: 5171 W Campbell Ave undefined Kent, Utah 53127, Mumbai, Maharashtra
Contact Seller:(+91) - +91 94000 25553
We’re helping members go solar every day. Homeowners, businesses, renters, and any member in between can use MTE’s renewable expertise and programs to generate and claim solar energy.
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