Solar Structural Engineering (ASCE 7-16)
Solar Wind Uplift & Snow Load Sizer
Calculate aerodynamic wind suction pressure (PSF), snow load weight, attachment point pullout force, and required commercial ballast blocks per module.
Environmental Load Factors
Structural Engineering Results
Wind Uplift
26.8
PSF Suction
Snow Downforce
24.5
PSF Downward
Lag Bolt Pullout
288
lbs per attachment
Total Lift Force
576
lbs per module
Ballast Weight
75
lbs / panel needed
Code Status
PASS
IBC / ASCE 7 Compliant
Required Attachments Per Module:
4 Clamps (2 per rail min)
Lag Screw Embedment Depth:
2.5" into Structural Rafter
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