| Search |
|
|
|
| |
| Site Navigation |
|
|
|
| News / Publications |
|
|
|
| Jobs | |
|
|
| Service |
|
|
|
|
|


|
| |
|
| |
Concrete Reinforcing Steel Institute CRSI / Engineering Data Report\Number 38 - Rebar Detailing Placing Drawing And Approvals Rebar Detailing Placing Drawing And Approvals - Page 4
ENGINEERING DATA REPORT was formerly called Product
Service & Information (PSI).
Complete set of reports is available. The set
includes:
- Serviceability Requirements with Grade 60 Bars ACI 318-71
(Bulletin 7603A)
- Splicing Reinforcing Bars--Welding and Splice Devices
(Bulletin 7604A)
- Reinforcing Bars Required-Minimum vs. Maximum (Grade 60)
(Bulletin 7701A)
- Saving Steel in Columns (Bulletin 7702A)
- New Maximum Column Capacities 1977 ACI Building Code
(Bulletin 7703A)
- Implication of Recent Tests Upon "Standard"
Details, Part 1 of 2 (Bulletin 7801 A)
- Part 2 of 2 (Bulletin 7802A)
- Combined Strength -Slenderness One-Step Design for Columns
in Ordinary Structures (Bulletin 7803A)
- Grade 60 Bars in Sanitary Structures (Bulletin 7804A)
- Selection of (Open) Stirrups/(Closed) Ties in Flexural
Members for Economy (Bulletin 7901A)
- Update on ASTM Specifications for Reinforcing Bars (Bulletin
7902A)
- Evaluation of Reinforcing Steel in Old Reinforced Concrete
Structures (EDR Number 11)
- Field Corrections to Rebars Partially Embedded in Concrete
(EDR Number 12)
- Preliminary Design for Tied Columns (EDR Number 13)
- Epoxy-Coated Reinforcing Bars (EDR Number 14)
- Orientation of Bars in Round Columns (EDR Number 15)
- Limitations Upon Use of Lap Splices in Columns (EDR Number
16)
- Lap Splice Lengths for Rebars (EDR Number 17)
- Radius Bent Reinforcing Bars (EDR Number 18)
- Suggested Project Specifications Provisions For Epoxy-Coated
Reinforcing Bars (EDN Number 19)
- Placing Drawings for Reinforcing
Steel--Obligations/Responsibilities (EDR Number 20)
- Rebar Design, Detailing and Economy (EDR Number 21)
- Direct Solutions for Minimum Steel in Flexural Tension-ACI
318-83 (EDR Number 22)
- Suggested Specifications Reinforcement (EDR Number 23)
- Suggested Specifications--Reinforcement Including Provisions
for Coated Reinforcing Bars (EDR Number 24)
- Common Applications of Wide-Module Joist Systems (EDR Number
25)
- ASTM Restores Grade 75 Rebar-By Popular Demand For High-Rise
Construction (EDR Number 26)
- Proper Load Tests Protect the Public (EDR Number 27)
- Reinforced Concrete Design Includes Approval of Details (EDR
Number 28)
- Two Failure Modes for Column Footings (EDR Number 29)
- Economical Concrete Construction (EDR Number 30)
- Preliminary Design (EDR Number 31)
- Engineering for Rapid Construction Cycles (EDR Number 32)
- The Structurally Reinforced Slab-On-Grade (EDR Number 33)
- ASTM A706 Reinforcing Bars-Technical Information With
Commentary on Usage and Availability (EDR Number 34)
- Efficient and Economical Rebar Details - Part 1 (EDR Number
35)
- Field Inspection of Rebar (EDR Number 36)
- Reinforcing Steel in Slabs-On-Grade (EDR Number 37)

|
CONCRETE REINFORCING
STEEL INSTITUTE
933 N. Plum Grove Road, Schaumburg, Illinois 60173-4758 847/517-1200 |
WESTERN REGION OFFICE
259 S. Randolph Ave., Suite 220, Brea, California 92821 714/257-7302 |
This publication is intended for the use of professionals
competent to evaluate the significance and limitations of its contents and who will accept
responsibility for the application of the material it contains. The Concrete Reinforcing
Steel Institute reports the foregoing material as a matter of information and, therefore,
disclaims any and all responsibility for application of the stated principles or for the
accuracy of the sources other than material developed by the Institute.
| HNH 493/19M |
Digitized in U.S.A. |
Copyright © 19962008 AECinfo.com
|
|