Building Statistics - Structural

The structural system for Hunter College School of Social Work is a steel frame system with composite slab on metal deck and composite and non-composite beams. Mat Foundation of varying thicknesses between 30” and 40” on a subgrade of undisturbed soil or compacted backfill with a bearing capacity of 1.5 tons.  For the gravity system column sizes vary from W14x68 to W14x233. The lateraThe structural system for Hunter College School of Social Work is a steel frame system with composite slab on metal deck and composite and non-composite beams. Mat Foundation of varying thicknesses between 30” and 40” on a subgrade of undisturbed soil or compacted backfill with a bearing capacity of 1.5 tons.  For the gravity system column sizes vary from W14x68 to W14x233. The lateral load resisting system consists of cross bracing of hollow structural steel diagonal members and moment connections. l load resisting system consists of cross bracing of hollow structural steel diagonal members and moment connections.

Figure 1. Typical Floor Construction
metaldeck
Figure 2. Mat Foundation Detail
matfound
Figure 3. Lateral Load Resisting Frame
lattruss




latsys

 

     
           

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This page was last updated on September 10, 2009, by Vanessa Rodriguez and is hosted by the AE Department © 2009
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Note:While great efforts have been taken to provide accurate and complete information on the pages of CPEP, please be aware that the infor- mation contained herewith is considered a work-in-progress for this thesis project. Modifications and changes related to the original buil- ding designs and construction methodologies for this senior thesis project are solely the interpretation of Cassandra Watson. 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

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