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Structural Depth

Construction Breadth

 Existing lateral force resisting system of Three Quarry Ridge is flexible moment connection in which the entire floor participates in the resisting of the lateral forces. For the structural depth, a change of the lateral system will be proposed. The new purposed lateral system will be concrete shear walls. Concrete shear walls are going to be placed in different spots of the building most likely at the stair towers and elevator tower. The design of shear wall will be done in accordance with ACI 318-14 requirements. Also, reinforcement will be designed following the same code and procedures.

The purposed change of the lateral system will have a big impact on the schedule and the cost of the building. The new schedule will have to be designed because there is not going to be anymore welding/bolting on the field since the moment frames will be replaced will shear walls. This will change the cost since concrete will be used instead of steel beams and the labor will get more/less expensive (research will be conducted to decide which is cheaper). Another factor that will affect the schedule is the curing time of concrete that will probably slow down the process of building. All this analysis regarding cost and schedule will be used to decide if the new purposed lateral system is feasible.

Proposal

Revised Proposal

Approved Bread Topics

Acoustical Breadth

 Three Quarry Ridge is an office building with almost an open floor configuration so noise will be a great factor in the performance of the occupants. For this reason, acoustic analyze will be made so areas with great noise will be identified and a solution will be proposed. Also changing the material of the building from steel to concrete will have different responses to noise. Solution will vary depending on the acoustic requirements of the certain areas of the building. One solution could be adding carpet layer on top of the concrete floor to help with the sound transmittance from a floor to the other.

Note: While great efforts have been taken to provide accurate and complete information on the pages of CPEP, please be aware that the information contained herewith is considered a work‐in progress for this thesis project. Modifications and changes related to the original building designs and construction methodologies for this senior thesis project are solely the interpretation of Armir Xhepaj. Changes and discrepancies in no way imply that the original design contained errors or was flawed. Differing assumptions, code references, requirements, and methodologies have been incorporated into this thesis project; therefore, investigation results may vary from the original design

 

 

News Feed:

 

                     Final CPEP Page Ready for  Review             04/20/2018

 

                                Reflection Page Completed              04/20/2018

 

     ABET Assesment Completed and Uploaded              04/20/2018

 

                          Final Presentation Uploaded              04/04/2018

       

      Final Report Executive Summary Uploaded              04/02/2018

 

                                          Final report uploaded              04/02/2018

 

                                    Final Presentation Outline              03/28/2018

                                                                

                                                                   Proposal            12/08/2017 

 

                                   Notebook Submission C                 11/13/2017 

 

 Thesis Project Abstract-Final Mounted on Board           10/30/2017 

 

              Thesis Project Abstract-Posted on CPEP            10/23/2017 

 

                 Building Statistics Part 2-  Posted on CPEP      10/18/2017    

10/16/2017        (Notebook Submission B - Part (b   

 

10/13/2017        (Notebook Submission B- Part (a

 

10/02/2017        Building Statistics  Part 1- Finished   

 

  09/29/2017      Thesis Project Abstract- Color and Content Paper Draff      

 

09/25/2017                Notebook Submission A

 

09/15/2017            Student Bio Sketch Posted 

 

09/11/2017       Structural Existing Conditions 

 

 CPEP First Page  Draft Online      09/05/2017

 

 Building Statistics Part 1- Draft     09/01/2017 

 

 Host a Company                            08/29/2017 

 

  08/23/2017       Turned in Initiation Checklist

 

  08/15/2017  Personal Thank You Letter Sent 

 

  08/21/2017           AE Thank You Letter Sent 

  1.  

  08/11/2017      Received Project Documents

 

  07/25/2017      Owners Permission Received

 

 

 

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