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60 5+00 lb qz 50lb/in 1000 15 Su E = 10 psi 0.5 1.5 SUND 15 -01120.1 10 16/in 10 18/in 1000 15 Figure

60 5+00 lb qz 50lb/in 1000 15 Su E = 10 psi 0.5" 1.5" SUND 15 -01120.1" 10 16/in 10 18/in 1000 15 Figure 3: Beam for problem 3 "

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