A platform for research: civil engineering, architecture and urbanism
Discussion of two methods of supporting superload of 150 lb per sq ft on spans of 22 ft 6 in. by means of pre-cast concrete members.
Discussion of two methods of supporting superload of 150 lb per sq ft on spans of 22 ft 6 in. by means of pre-cast concrete members.
Pre-cast concrete floors
Surveyor
Wilson, W.S. (author)
1940
2 pages
Numerical examples
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Engineering Index Backfile | 1949
|Pre-cast concrete floors, beams and girders
Engineering Index Backfile | 1940
|Engineering Index Backfile | 1941
|Engineering Index Backfile | 1887
|Engineering Index Backfile | 1900
|