Calculating service moment capacity of anchor bolted connections

Practice Periodical on Structural Design and Construction

Volumn 4, Issue 1, 1999, Pages 33-35

  McNeff, M A ^a,b  

^a ASCE   (United States)

^b General Physics Corporation   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ANCHORS; BEAMS AND GIRDERS; BUILDING CODES; CALCULATIONS; COLUMNS (STRUCTURAL); CONCRETES; LOADS (FORCES); STRUCTURAL DESIGN;

SERVICE MOMENT CAPACITY;

BOLTED JOINTS;

EID: 0033076297     PISSN: 10840680     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0680(1999)4:1(33)     Document Type: Article

References (3)

1. "Building code requirements for reinforced concrete and commentary." (1995). ACI 318-95 and ACI 318R-95, American Concrete Institute, Farmington Hills, Mich.
2. Cook, R. A., Doerr, G. T., and Klingner, R. E. (1989). "Design guide for steel-to-concrete connections." Res. Rep. No. 1126-4F, University of Texas, Austin, Tex.
3. Uniform building code. (1997). International Conference of Building Officials, Pasadena, Calif.