Shear limit of NU I-beams
By: principal investigators, Maher K. Tadros and Sherif A. Yehia.
Contributors: Yehia, Sherif A.; Nebraska. Dept. of Roads.; University of Nebraska--Lincoln. Dept. of Civil Engineering.; University of Nebraska--Lincoln. Center for Infrastructure Research.
Publisher: Nebraska Dept. of Roads; Available through the National Technical Information Service
Published: 2001
Place of publication: Lincoln, NE; [Springfield, VA
Language: eng
Number of pages: 379
Subjects: Prestressed concrete beams -- Nebraska; High strength concrete -- Nebraska; Shear (Mechanics); Bridges, Concrete -- Nebraska -- Design and construction
Other titles: Shear limit of Nebraska University I-beams
Notes: Includes bibliographical references (p. 369-379).
"November 2001."
"September 2001"--Technical report documentation page.
Performed by Dept. of Civil Engineering, University of Nebraska, Lincoln for Nebraska Dept. of Roads, the Federal Highway Administration and the Center for Infrastructure Research, University of Nebraska-Lincoln under project no. SPR-PL-(35)P517.
Final report.