A section is under the effect of M (kNm) bending moment which makes 6° with the positive +z axis as shown in the figure. Caleulate the normal stress for point A, GA (MPa) and for point B, OB (MPa). Note: Consider only the hatched regions in your calculations. In other words, do not consider empty regions in your calculations. yA a=20mm b=40mm M (kNm) c=20mm d=60mm K=80mm L=200mm M=50kNm Degree=120 B ab]a K Results Table OA (MPa)= OB (MPa)=
A section is under the effect of M (kNm) bending moment which makes 6° with the positive +z axis as shown in the figure. Caleulate the normal stress for point A, GA (MPa) and for point B, OB (MPa). Note: Consider only the hatched regions in your calculations. In other words, do not consider empty regions in your calculations. yA a=20mm b=40mm M (kNm) c=20mm d=60mm K=80mm L=200mm M=50kNm Degree=120 B ab]a K Results Table OA (MPa)= OB (MPa)=
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter6: Stresses In Beams (advanced Topics)
Section: Chapter Questions
Problem 6.5.3P: An angle section with equal legs is subjected to a bending moment M having its vector directed along...
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