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(Solved):   . e beam is subjected to an internal moment of \( M=60 \mathrm{kN} . \mathrm{m} \), determ ...



. e beam is subjected to an internal moment of \( M=60 \mathrm{kN} . \mathrm{m} \), determine the resultant force caused by t

 

. e beam is subjected to an internal moment of \( M=60 \mathrm{kN} . \mathrm{m} \), determine the resultant force caused by the bending stress distribution acting on the top flange \( A \). Note: \( I_{\text {N.A }}=1.5165 * 10^{7} \mathrm{~mm}^{4} \)


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Bending Moment M = 60 kN-m = 60 ×106N?mm Moment of Inertia about N.A. I = 1.5165 ×107 mm4 50 mm50 mm150 mm15 mm10 mm15 mmN.A. ?1 ?2A y1 y2
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