Proceedings of the Annual Convention 36 (1935)
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A.S.C.E., Vol. 94, p. 1000 1930 Strength of Materials, Vols. I and II S. Timoshenko D. Van Nostrand Co 1930 Stiffener Spacing for Plate Girder Webs Otis E. Hovey Engineering News-Record, March 12, 1931, p. 446 1931 Iron and Steel Structures 723 10. Designing Plate-Girder Webs to Resist Buckling Harold D. Hussey Eng. News-Rec. Jan. 28, 1932, p. 125 1932 11. Stability of the Web cf Plate Girders S. Timoshenko A. S. M. E., Advance paper 1933 12. Theory of Elasticity S. Timoshenko McGraw-Hill Book ...Co 1934 13. The Stability of the Webs of Plate Girders S. Timoshenko Engineering, London, August 24, 1934, p. 207 1934 14. The Stability of the Webs of Plate Girders Otis E. Hovey Engineering, London, December 28, 1934, p. 715 1934 724 Iron and Steel Structures SHEARS ON COLUMN LACING By Shortridge Hardesty Shears on column lacing are produced by the following causes: 1. Transverse forces acting on the column.
2. Moments at the ends of the column, or eccentric applications of load, which set up a cross-shear in the column of ^^M^ („, 3.
What to read after Proceedings of the Annual Convention 36 (1935)?
You can find similar books in the "Read Also" column, or choose other free books by American Railway Engineering Association to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
A.S.C.E., Vol. 94, p. 1000 1930 Strength of Materials, Vols. I and II S. Timoshenko D. Van Nostrand Co 1930 Stiffener Spacing for Plate Girder Webs Otis E. Hovey Engineering News-Record, March 12, 1931, p. 446 1931 Iron and Steel Structures 723 10. Designing Plate-Girder Webs to Resist Buckling Harold D. Hussey Eng. News-Rec. Jan. 28, 1932, p. 125 1932 11. Stability of the Web cf Plate Girders S. Timoshenko A. S. M. E., Advance paper 1933 12. Theory of Elasticity S. Timoshenko McGraw-Hill Book ...Co 1934 13. The Stability of the Webs of Plate Girders S. Timoshenko Engineering, London, August 24, 1934, p. 207 1934 14. The Stability of the Webs of Plate Girders Otis E. Hovey Engineering, London, December 28, 1934, p. 715 1934 724 Iron and Steel Structures SHEARS ON COLUMN LACING By Shortridge Hardesty Shears on column lacing are produced by the following causes: 1. Transverse forces acting on the column.
2. Moments at the ends of the column, or eccentric applications of load, which set up a cross-shear in the column of ^^M^ („, 3.
What to read after Proceedings of the Annual Convention 36 (1935)?
You can find similar books in the "Read Also" column, or choose other free books by American Railway Engineering Association to read onlineMoreLess
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