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7 Torsion of Prismatic Bars
Fig. 7.18 Hollow thin-wall torsion member
Fig. 7.19 Hollow circular and square thin-wall members
Fig. 7.20 Hollow thin-wall member
length of 3000 mm. The member is subjected to a torque of 1100 kNm. Determine
the maximum shearing stress and the angle of twist.
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