A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Long spans give handling problem
Construction of concrete hangar 280×190 ft in Calgary, Alberta; central box section girder is connected to sway wall at back of building through main column; girder was precast in T sections; three supporting columns; roof sections are hollow precast, post-stressed bent plate slabs; concrete friction piles in foundation 30 ft deep; high speed sliding doors; gas-fired heating units were placed within roof structure.
Long spans give handling problem
Construction of concrete hangar 280×190 ft in Calgary, Alberta; central box section girder is connected to sway wall at back of building through main column; girder was precast in T sections; three supporting columns; roof sections are hollow precast, post-stressed bent plate slabs; concrete friction piles in foundation 30 ft deep; high speed sliding doors; gas-fired heating units were placed within roof structure.
Long spans give handling problem
Eng Contract Rec
1959
5 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Handling complete bridge spans
Engineering Index Backfile | 1909
| Engineering Index Backfile | 1923
Dynamic response of pipeline in long free spans or multi-spans
| British Library Conference Proceedings | 2005