Thursday, May 27, 2010
Final Reflection
Personally, I was most involved in the actual forming of the structure in the revit program. When i first drew up my structure, it had no basement and it wouldn't have passed ADA requirements. As I continued, I added an entire movie theater into the basement. If i had the chance to work on a similar project I would begin working on the structure much earlier and also focus on more of the material aspect of the building. Throughout this project i have learned the roles that both the civil engineer and the architect have in the forming of the structure. I have learned most about the needed documents that a engineer or architect must have and the guidelines they must follow when creating such a structure within the close quarters of school grounds.
Tuesday, May 25, 2010
Monday, May 24, 2010
Water Supply/ Cost Estimate
Water supply 19,900 GPD
Cost estimated around 5 million because of movie theater capabilities
Cost estimated around 5 million because of movie theater capabilities
Structural calculations
Live loads
Snow 20 psf
People _____psf
Furniture _____psf
Other _____psf
Dead loads Assume 90 psf
Total __110___psf
Use A36 steel (36000 lbs)Beam loadingtotal load*tributary width
Determine Allowable Bending Stress.2/3*steel yield strength
24,000
Determine Maximum momentloading*length of beam squared divided by 8
15,468.75
Determine Section Modulus Required for Bending.
7.679 in cubed
Max moment divided by allowable bending stress
.645
Determine allowable deflection length of beam divided by 360
.5 in
W10X15 beam works
Snow 20 psf
People _____psf
Furniture _____psf
Other _____psf
Dead loads Assume 90 psf
Total __110___psf
Use A36 steel (36000 lbs)Beam loadingtotal load*tributary width
Determine Allowable Bending Stress.2/3*steel yield strength
24,000
Determine Maximum momentloading*length of beam squared divided by 8
15,468.75
Determine Section Modulus Required for Bending.
7.679 in cubed
Max moment divided by allowable bending stress
.645
Determine allowable deflection length of beam divided by 360
.5 in
W10X15 beam works
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