Moments in two-way concrete floor slabs, a report of an investigation conducted by the Engineering Experiment Station, University of Illinois

University of Illinois bulletin, v.47, no. 43.Bibliographical footnotes

Tests of continuous right I-beam bridges : studies of slab and beam highway bridges, part V

Cover title.Prepared as part of an investigation conducted by the Engineering Experiment Station, University of Illinois at Urbana-Champaign

Distribution of loads to girders in slab-and-girder bridges : theoretical analyses and their relation to field tests / Engineering Experiment Station structural research series ; no. S-13

"Reprinted from Research report 14-B (1953) Highway Research Board, Washington 25, D.C.""A report of the concrete slab investigation sponsored by the Illinois Division of Highways and the U.S. Bureau of Public Roads"--Cover

Moments in I-beam bridges : a report of an investigation conducted by the Engineering Experiment Station, University of Illinois, in cooperation with the Public Roads Administration, Federal Works Agency, and the Division of Highways, State of Illinois

Photocopy. [S.l., s.n., 19--?]. 22 x 29 cm

Strength in shear of beams with web reinforcement

Includes bibliographical references (p. 46)

Strength and behavior in flexure of prestressed concrete beams

"September 1960.""Issued as a part of the Ninth progress report of the Investigation of prestressed reinforced concrete for highway bridges.Includes bibliographical references (p. 106-107)

Strength and behavior in flexure of prestressed concrete beams

Includes bibliographical references (p. 96)

Studies of slab and beam highway bridges, Part V : Tests of continuous right I-beam bridges. A report of an investigation / Engineering Experiment Station structural research series ; no. S-12

"Manuscript for a proposed Bulletin of the Engineering Experiment Station, University of Illinois.

Moments in simply supported skew I-beam bridges : studies of slab and beam highway bridges, part VI

Prepared as part of an investigation conducted by the Engineering Experiment Station, University of Illinois at Urbana-Champaign