ONE LIBERTY CENTER. MICHAEL ROMESBURG STRUCTURAL OPTION APRIL 15, 2003 SENIOR THESIS THE PENNSYLVANIA STATE UNIVERSITY DEPARTMENT OF ARCHITECTURAL ENGINEERING. Presentation Outline. DESIGN TEAM PROJECT OVERVIEW EXISTING CONDITIONS PROBLEM STATEMENT PROPOSED SOLUTION
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APRIL 15, 2003 SENIOR THESIS
THE PENNSYLVANIA STATE UNIVERSITY
DEPARTMENT OF ARCHITECTURAL ENGINEERING
(LRFD Second Edition)
Try a new floor design using composite steel.
Typical floor cross section:
Structural and duct system fit tightly into the 36” plenum space with an inch to spare
All frames are cross braced with 2L8x8x1-1/8 and 2L4x4x3/4 horizontally and vertically respectively
Directory of Fire Resistance Vol. 1
AE Faculty and Staff
AE Class of 2003