Elkview Consolidated Elementary School
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Transcript of Elkview Consolidated Elementary School
Cody Webb & Caleb Harmon December 6, 2016
WVUIT
The purpose of the project was to evaluate the consolidation of two elementary schools in the area of Elkview, West Virginia
Stemmed from the aftermath of the historic flood that took place in central to southern West Virginia during June 2016
Alternative to the cost of rehabilitation of the existing schools in the area
Pertinent for the relief efforts to recover from the floods
Initially may cost more to build the proposed school, but would be cheaper in the future
Rather than pay the costs to restore the existing infrastructure and pay for maintenance of several different school buildings, there would be one cost
The proposed project is outside of the flood plain, unlike the existing schools
Currently, there are no other alternatives that are generally available to the public yet
In the future, there will be other alternatives to be explored as the project progresses
The proposed project has a site location that is not inhabited by anything other than the forest
There would be a school building located where there was once a wooded area alongside the highway
One centralized location for an elementary school
It will be easily accessible
Out of the flood plain, so no worry about future flood catastrophe
Reduced maintenance costs by only having one building
The community would have a sense of relief from safe school building for their child’s education for years to come
Project was designed using generally accepted practices in regards to Civil Engineering standards
All necessary calculations were completed for the following aspects:
Structural Integrity
Hydraulics/Hydrology
Geotechnical
Geometric Roadway Design
Projected Project School Building Layout
Design of Frames
Check Adequacy of Members
Calculated all necessary loads needed for the project
Dead, Live, Snow, Wind
Adhered to ASCE 7-10
Wind Pressures were determined using the directional procedure as outlined in ASCE 7-10
Wind pressures were calculated in a
spreadsheet that I created
The building was purposely designed symmetrically in a series of 30’ by 30’ bays
Moment Frame
Runs in N-S Direction
Braced Frame
Runs in E-W Direction
Beams: W12x22
Girders: W14x74
Columns: W10x33
Using tributary areas,
distributive loads were
calculated for the beams,
girders, and columns.
The loads were used for
SAP2000 analysis
Before modeling in
SAP2000, the beams
were checked for
deflection.
This resulted in the
W12x22 being
inadequate.
Buckling
Soil properties were obtained from the USDA soil survey website
The foundation for the building were designed using the GEO5 computer software