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12.15 Calculate the locations of the shear centers of the cross-sections shown in Fig. P12.15.
FIGURE P12.15
12.16 Find the peak normal and shear stresses for two 100 unit long cantilevered beams
made of uniform bea
ms
of the cross-sections shown in Fig. P12.15. The beams are
loaded with moments
M
y
=
200 at the free ends.
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