Title:
Test of a Reinforced Concrete Slab
Author(s):
E.B. McCormick
Publication:
Journal Proceedings
Volume:
11
Issue:
5
Appears on pages(s):
195-201
Keywords:
none
DOI:
10.14359/16054
Date:
5/1/1915
Abstract:
Because of the uncertainty existing among bridge designers and concrete engineers regarding the distribution throughout a concrete slab of the effects of loads, it has been the custome to use a width of from 1 to 4 ft. as a repeating section.It has been recognized that these widths could probably be increased if more were learned regarding the distribution of the stresses.