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the beanh and loading shown, consider section n-n and determine the largest shearing stress in that section 108 6 2 -450 mm 2 mm 38 2 16 mm 125 kNo 600 mm 2 mm t=611*11 192 mm It
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ans. 12 5 KN h) トー600mm Shou foru o (n-h) axis. ェb 2-で6 mm y |능뉘 om 2. 102ナーニ 105 mm Agwe,

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