NCHRP Report 549:

Simplified Shear Design of Structural Concrete Members

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Size: 64 pages, 8.5 x 11

Publication Year:2006

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Authors:
Neil M Hawkins; Daniel A Kuchma; Robert F Mast; M Lee Marsh; Karl-Heinz Reineck; Transportation Research Board
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TRB's National Cooperative Highway Research Program (NCHRP) Report 549: Simplified Shear Design of Structural Concrete Members examines development of practical equations for design of shear reinforcement in reinforced and prestressed concrete bridge girders. The report also includes recommended specifications, commentary, ...
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Table of Contents
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Front Matter	i-ix
Summary	1-4	(skim)
1.1.1 Summary of the LRFD Sectional Design Model (S5.8.3)	5-9	(skim)
1.1.2 Basis of the LRFD Sectional Design Model	10-10	(skim)
1.1.3 Comparison of AASHTO LRFD and AASHTO Standard Specifications	11-11	(skim)
1.2.1 Development of Traditional U.S. Code Provisions for Shear	12-13	(skim)
1.2.3 Other Approaches and Design Provisions	14-14	(skim)
1.2.4 Factors Influencing Shear Resistance	15-15	(skim)
1.2.6 Analysis Tools	16-16	(skim)
1.2.7 Design Cases	17-17	(skim)
1.3.2 Research Approach and Project Tasks	18-19	(skim)
2.1.1 Type 1: Empirical Relationships Designed to Fit Test Data	20-20	(skim)
2.1.3 Type 3: Relationships Derived from Comprehensive Behavioral Model	21-22	(skim)
2.2 Comparison of Shear Design Methods	23-25	(skim)
2.3 Evaluation of Shear Design Methods Using Test Database	26-27	(skim)
2.4 Results of Survey of Practice	28-29	(skim)
2.5 Criteria for Proposed Simplified Provisions	30-30	(skim)
3.1.1 Basis of Proposed Simplified Provisions	31-31	(skim)
3.1.2 Proposed Simplified Provisions	32-32	(skim)
3.3 Discussion of Design Examples	33-35	(skim)
3.4 Evaluation of Simplified Provisions with Selected Test Data	36-36	(skim)
3.5 Comparison of Required Strength of Shear Reinforcement in Design Database	37-40	(skim)
3.6.2 AASHTO-Standard Specifications - > LRFD Proposed Simplified Provisions (Modified Standard)	41-41	(skim)
3.7.2 Maximum Shear Design Stress Limit	42-42	(skim)
3.7.4 Evaluation of Change Proposals using Design Cases Examples	43-44	(skim)
3.8 Utilization of NCHRP Process 12-50	45-46	(skim)
4.1.2 Role of Experimental Research and Field Experience	47-47	(skim)
4.1.4 Differences in Shear Design Provisions	48-48	(skim)
4.2 Recommended Research,	49-49	(skim)
Notation	50-52	(skim)
References	53-54	(skim)
Abbreviations used without definitions in TRB publications	55-55	(skim)

Description

TRB's National Cooperative Highway Research Program (NCHRP) Report 549: Simplified Shear Design of Structural Concrete Members examines development of practical equations for design of shear reinforcement in reinforced and prestressed concrete bridge girders. The report also includes recommended specifications, commentary, and examples illustrating application of the specifications. NCHRP Web-Only Document 78 contains extensive supporting information, including a database that can be used to compare the predictions from the recommended procedures to existing design procedures.

NCHRP Report 549:

Simplified Shear Design of Structural Concrete Members

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