Stress Analysis of Beams with Shear Deformation of the Flanges (1937)
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=Sa-j (tan 0+tan y) ing the cover strips riveted to them and the sheet material effective in tension) was replaced, for the pur- where p and y are the angles of inclination of the pose of analysis, by equivalent concentrated llanges tension flange and of the compression flange. with a centroidal… … Distance from root, in. with the stiffness developed by the same sheet in the Figure 12.—Comparison between calculated and experimental results for test beam. tension panel can be ascribed to numerous initial buckles present in the beam but not in the tension CONSTANT-STRESS SOLUTION FOR BEAMS WITH…
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