For the section, I z' = 31.7(10 6 ) m 4 , I y ' = 114(10
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10.5° 60 mm A 60 mm M = 15 kN-m z'- 60 mm -140 mm 80 mm '60 mrh
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Internal Moment Components The y and z components are My 15 sin 105 27335 kN m Mz 15 cos 105 ...View the full answer
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