I (72-/

I. v (72-/. I c-o ~ ~~. I ~ ~g: bl ~. '< ~ EDGE DISTANCE, SPACING, AND BEARING. I IN BOLTED CONNECTIONS. I. I. I. I. By I Brian E. Lewis and , I Farrel J. Zwememan .. I. I. I. I. I Prepared as part of an investigation conducted by the School of Civil and Environmental Engineering I RR1721. Oklahoma State University in cooperation with the American Institute of Steel Construction I July, 1996. I 78~8. I. r I ~. I. I. EDGE DISTANCE, SPACING, AND BEARING. I IN BOLTED CONNECTIONS. I. I. I. I. I By I Brian E. lewis and I Farrel J . Zwerneman I.)

There is no suggestion of a minimum required end distance to achieve full bearing capacity. Additional information related to bearing strength is available in Frank and Yura [1981]. This work included an investigation of bearing strength of outer splice plates in < I I I I I I I I I I I I I I I I I I I bearing: I .,., I I I I I ...

Loading..

Tags:

  Suggestions

Information

Related search queries