Title: A Study Of The Column Chapter Of The A. C. I. Building Regulations For Reinforced Concrete
Author(s): C. A. Wilson
Publication: Journal Proceedings
Appears on pages(s): 311-317
Spiral column design according to the 1936 Tentative Standard Building Code is compared with former specifications and the following weaknesses are pointed out and discussed: the radical increases in allowable safe load and amounts of vertical and spiral steel, and the lack of experimental data to justify t h e loading of the fireproofing shell.