1. A Shear Lag Anomaly
2. Irrcher K. K. J. (1983). “The effective flange width of typical prestressed concrete T‐beams under service conditions ” thesis presented to the University of Calgary at Calgary Alberta Canada in partial fulfillment of the requirements for the degree of Master of Science.
3. Maisel B. I. (1986). “Shear lag analysis of concrete box beams using small computer capacity.” Proc. Second Int. Conf. on Short and Medium Span Bridges Ottawa Canada. Canadian Society of Civil Engineers.
4. Precast Segmental Box Girder Bridge Manual . (1978). Post‐Tensioning Institute and Prestressed Concrete Institute Chicago Ill. 44–49.
5. Sabnis G. M. and Lord W. D. (1976). “Investigation of the effective width of reinforced concrete T‐beam.” Preprint 2746 ASCE Annual Convention and Exposition Philadelphia Pa.