Capstone Presentation - LSU Campus Sustainability

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Allows panel array to act as shade area • Manual seasonal shift • Supported by 2 columns Designed for 115 mph wind speeds • ASCE method for wind loads on billboards • 35 lb/ft 2 on the panel faces normal to wind
Panels directly mounted to purlin frame Bending stresses found • Beam sizes chosen with suitable safety factor 4”-5.4 lb per ft. channel beams for purlins 5”-6.7 lb per ft. channel beams for support beams
Page 1 and 2: Kyle Gravois Abby Ruiz Chad Santos
Page 3: LSU’s endeavor to enhance campus
Page 9 and 10: Produce largest volume of water pos
Page 11 and 12: Energy source should produce maximu
Page 13 and 14: Submersible pump most common Consi
Page 15 and 16: Wind Turbine • Originally propose
Page 17 and 18: Mounting PV Panels can optimize sol
Page 19 and 20: Manual seasonal shift mount chosen
Page 21 and 22: Electrical Line Water Well 4” Dra
Page 23 and 24: Consists of eight 230 watt SolarWor
Page 25: Positive, Negative, and Ground to P
Page 29 and 30: Cable supports are run from the col
Page 31: Concrete footing surrounds the colu
Page 34 and 35: Concrete Footing design changed due
Page 36 and 37: Inner Hinge Pipe 3” SCH 40 pipe,
Page 38 and 39: 2 Top Row Purlins • Cut to 17.46
Page 40 and 41: Four adjustable supports • Turnbu
Page 43: Well Construction • Contractor mu
Page 46 and 47: Each panel was tested to make sure
Page 48 and 49: The flow rate of the system was als
Page 50 and 51: Voltage Amps Amps 8 6 4 2 0 Amps 6:
Page 52 and 53: Flow rate (GPM) Flow rate 80 70 60
Page 56 and 57: Advisor: Dr. Nikitopoulos Sponsor:

Capstone Presentation - LSU Campus Sustainability

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