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DETAIL

Administrative Building and Technical Centre of the Armstrong Cork Company in Lancaster, Pennsylvania

The exterior steel columns and arched girders were sandblasted before painting. All visible connections are continuous, the butt joints are fillet-welded and ground smooth. The exclusive use of steel ceilings proved economical and advantageous. Long, honeycomb-structured steel slabs (approximately 76.5 mm thick) with a 63.5 mm concrete topping were used for the interior floors. On the ground floor, the flooring runs lengthwise along the building due to the pipes and cables running from below. Therefore, the intermediate joists are positioned transversely, bisecting the narrow side of each bay.

Administrative Building and Technical Centre of the Armstrong Cork Company in Lancaster, Pennsylvania

The exterior steel columns and arched girders were sandblasted before painting. All visible connections are continuous, the butt joints are fillet-welded and ground smooth. The exclusive use of steel ceilings proved economical and advantageous. Long, honeycomb-structured steel slabs (approximately 76.5 mm thick) with a 63.5 mm concrete topping were used for the interior floors. On the ground floor, the flooring runs lengthwise along the building due to the pipes and cables running from below. Therefore, the intermediate joists are positioned transversely, bisecting the narrow side of each bay.

Architecture
Skidmore, Owings & Merrill
Location
Lancaster (US)

Gallery

Summary

Issue
03/1968 DETAIL 03/1968
Author
-
Source
DETAIL
Location
United States, Lancaster
Year of construction
-
Year of completion
-
Architecture
Skidmore, Owings & Merrill

Participants & manufacturers

Categories

Magazine
DETAIL 03/1968
Load bearing structure
Steel

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