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4kN 150 mm 2kN Problem 1, subjected to two concentrated forces and has a as shown in the figures The cantilever beam, (fixed
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6 KN 5 00 SFD 12 KN m O0+500 ett bofton bo mm 5 03o As AIde 55 mm 2- 2- 乙bottomこ mm) 3 44545.45 245x106 150 6。。。XǔSoo。 ction = | 3.6チn//mm2. = 12-86 MpaZbotfom Galle

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