
Showing posts with label Commercial Structure. Show all posts
Showing posts with label Commercial Structure. Show all posts
Tuesday, May 25, 2010
Monday, May 24, 2010
Project Description/Requirements
I designed a restruraunt for the area because having it closly located to the high school would allow service at all hours a day during the school year. People would also come in during summer months as well. Having a lake also makes the scenery of the of the resturaunt look more attractive. The restruraunt gives all ages good times because it includes along with two large seating areas, a movie theater and a gaming room.
People-Capacity 200
15,000 square feet
People-Capacity 200
15,000 square feet
Structural Calculations
Live loads
Snow 20 psf
People 20 psf
Furniture 20 psf
Other 15 psf
Dead loads
90 psf assumed
Total psf 165
Beam Loading
165*20=3300lbs
Allowable Bending Stress
28000lbs
Determind Maximum Moment
630,000lbs
Determind Section Modulus
19.124
Determind Allowable Deflection
1.98in.
Snow 20 psf
People 20 psf
Furniture 20 psf
Other 15 psf
Dead loads
90 psf assumed
Total psf 165
Beam Loading
165*20=3300lbs
Allowable Bending Stress
28000lbs
Determind Maximum Moment
630,000lbs
Determind Section Modulus
19.124
Determind Allowable Deflection
1.98in.
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