Explanation of fundamental principles and summary of essential formulas for beams with very thin webs, as developed by H. WAGNER of Germany; case of beam with parallel and non-parallel flanges; deflections of Wagner beams; experimental check of accuracy of formulas. Bibliography. See also Engineering Index 1931 p 24.
Summary of design formulas for beams having thin webs in diagonal tension
Nat Advisory Committee Aeronautics -- Tech Notes
1933
23 pages
2 Supp Sheets
Report
English
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Diagonal Tension in Curved Webs
NTRS | 1947
|Diagonal tension in curved webs
TIBKAT | 1947
|