A platform for research: civil engineering, architecture and urbanism
Covered stadium at Chicago with long-span roof trusses
Methods and progress of erection of 300-by 266-by 117-ft. high building having seating capacity of 25,000; study of sight lines led to adoption of simple truss roof and cantilever balconies; structural details of balcony, formwork, girder and floor; arena floor has freezing pipes and insulation to provide for ice skating.
Covered stadium at Chicago with long-span roof trusses
Methods and progress of erection of 300-by 266-by 117-ft. high building having seating capacity of 25,000; study of sight lines led to adoption of simple truss roof and cantilever balconies; structural details of balcony, formwork, girder and floor; arena floor has freezing pipes and insulation to provide for ice skating.
Covered stadium at Chicago with long-span roof trusses
Eng. News-Rec
Westcott, C.H. (author)
Engineering News Record ; 103
1929
3 pages
4 Figs.
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Erection of Chicago stadium long-span trusses noteworthy job
Engineering Index Backfile | 1929
Long span concrete roof trusses
Engineering Index Backfile | 1939
|Long span wood roof trusses for war plant
Engineering Index Backfile | 1944
Stress analysis of long span three-hinge roof trusses
Engineering Index Backfile | 1929
|