Lee Ressler |Structural|Washingtonian Center | Gaithersburg MD |
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This is a student-generated Capstone Project e-Protfolio (CPEP) produced in conjunction with the AE Senior Thesis e-Studio |
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Technical Assignment 1: This report deals with the existing conditions of the building. It includes a brief description of the structural systems incorporated in the building and the developement of the wind and seismic loads. Also covered in the scope of this report is a rough check of the designs for the floor systems, columns and lateral frame. Click Here for a PDF Copy of the Report Technical Assignment 2: This report is an investigation into possible alternative floor systems for the Washingtonian Center. The alnernatives designed and analyzed include non-composte steel, two-way post tensioned flat plate, two- way mild steel flat plate and a girder slab system. Click Here for a PDF Copy of the Report Technical Assignment 3: This report is an analysis of the current lateral system used in building. The lateral loads are calculated by hand and compared to the loads calculated by Etabs. Additionally the building drifts taken from Etabs are compared to a drift estimate done by hand calculations. The strength of the lateral frame is also check and verified.. Click Here for a PDF Copy of the Report
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Senior Thesis | The Pennsylvania State University | Architectural Engineering | AE Lab | Contact Lee C. Ressler This Page Was Last Updated on December18, 2007 |