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Fig P6.4 ontFor the beam and loading shown, consider section-n and determine the shearing stress at (a) point a, (3) point & 160 mm 180 kN 20 mm irn 100 mm /n 30 mm 500 mm500mm 30 mm 30 mm 20 mm Fig. P6.22 and P6.24
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陟) par↓ 3 2DD 9 0 288 25 2·00 0 . 1063 boo 64 o 3533 0 S3) .8133 -25 00 14 -2 6900 A drsデア っ (4 tl.gt39 x10

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