top of page

Final Proposal

Proposal

Proposal

Structural Depth:

The proposed alternative system for the Apartment Building comprises of a redesigned reinforced concrete structural system with reinforced concrete shear walls. In Notebook B, a 10” thick two-way slab was determined to be effective for a typical apartment layout. Further analysis will be performed on this system using different column layouts. This proposed system was chosen for educational purposes. The redesigned structural system will remove the need for a podium level, which will affect the architect’s proposed retail and parking layouts. It will also remove the wood shear walls between and within apartments, thus creating an opportunity for multiple apartment purchases.

 

The redesigned structural system will explore new grid layouts for concrete columns with focusing on a minimal impact on the existing architecture of the building. Concrete shear wall positions will be investigated to avoid large load concentrations.

Construction:

Analysis of the effect of the alternate design on construction cost and schedule will be included in a construction breath. A proposed change of the structural system will alter the overall building cost and schedule, which will determine the practicality of the proposed structural system.

Acoustics:

The existing structure is supported by wood floor trusses spanning from interior to interior apartment units’ walls creating an interior bearing wall system. This system allows for a 9¼” wall with 2x4 studs, 5/8” gypsum, acoustical batt insulation, and 1” air space. This breath analysis will include a study of existing partition structure’s acoustical performance and compare it with the performance of redesigned system.

MAE Requirement:

The proposed structural system will fulfill the Graduate School’s MAE requirements by using coursework from AE 530 Computer Modeling of Building Structures to analyze and design both gravity and lateral elements. RAMConcept will be used for two-way slab design and then imported into RAM Structural System for column design. A 3D ETABS model will be used to design shear walls.

Apr 09, 2018

Final Presentation

Apr 02, 2018

Final Report

Mar 28, 2018

Final Presentation Outline

Dec 08, 2017

Proposal

Nov 17, 2017

Breath Topic Proposals

Nov 13, 2017

Structural Notebook Submission C

Oct 23, 2017

Thesis Project Abstract

Oct 18, 2017

Building Statistics Part 2

Oct 13, 2017

Structural Notebook Submission B

Oct 02, 2017

Building Statistics Part 1

Sep 25, 2017

Structural Notebook Submission A

Sep 15, 2017

Student Bio Sketch

Sep 11, 2017

Structural Existing Conditions Report

Sep 11, 2017

CPEP Full Menu Functionality

Sep 05, 2017

CPEP First Page Draft

Please reload

bottom of page