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A column section as indicated in the given figure is loaded with a concentrated load at a point 'F' so as to produce maximum bending stress due to eccentricities about xx axis and yy axis as 5 t/m2 and 8 t/m2 respectively. If the direct stress due to loading is 15 t/m2 (compressive), then the intensity of resultant stress at the corner 'B' of the column section is
🗓 Jul 5, 2021
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Kimberly
🌐 India
Thank you so much for the answer
votes
Sierra
🌐 India
hmm, where is the explanation
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