
Technical Report 1: Existing Structural Conditions
Technical Report 1 examined the structural concepts and existing conditions of 800 North Glebe in an effort to more fully understand the design decisions of the engineer. Included in this report are detailed descriptions of the substructure, superstructure and lateral systems. Wind and seismic calculations, along with spot checks of gravity loads, were computed to determine the adequacy of components and their impact on one another and the architecture.
To review a PDF format of this report, click here or the image above.
|

Technical Report 2: Alternate Slab Analysis
Technical Report 2 examined the existing structural slab system and compared it to three alternative slab systems:
- Two-way post-tensioned slab (new column layout)
- Two-way post-tensioned slab (existing column layout)
- Hollow Core precast concrete planks on steam beams (new column layout)
To review a PDF format of this report, click here or the image above.
|

Technical Report 3: Lateral System Analysis and Confirmation Design Reoprt
Technical Report 3 examined the existing structural Lateral system. Included in this are torsion, shear, displacement, story drift, and overturning checks.
To review a PDF format of this report, click here or the image above.
|