Title:
Recommended Practice for Manufactured Reinforced Concrete Floor and Roof Units
(ACI 512-67)
Author(s):
ACI-ASCE Committee 512
Publication:
Journal Proceedings
Volume:
64
Issue:
4
Appears on pages(s):
185
Keywords:
acceptance;anchorage (reinforced concrete);bearing capacity;bond (reinforced concrete);camber;composite construction;construction;cracking (fracturing);deflection;durablity;floors;loads (forces);manufacturing;openings; precast concrete;reinforced concrete
DOI:
10.14359/7553
Date:
4/1/1967
Abstract:
Recommendations are made for the design, manufacture, and erection of precast reinforced concrete floor and roof units having spans of 35 ft (1 1 m) or less. Unit stress, ulti-mate strength, and a test method of strength design are recommended. Recommendations are made regarding bear-ing lengths, bar spacings, minimum reinforcement, and holes. Quality requirements and acceptance procedures are discussed. Prestressed concrete members are not covered in the report.