Problem #4 Draw the shear and moment diagrams for the beam shown below. 19.83 kip 1.6 kip B XXX 39.37 kip 30 ft 24 kip 15 ft 1.8 kipf с 9A 32.19 kip D KOC 5.81 kip M

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Q: 20 kN/m 60 kN A E B D - 8 m + tamtam| 8 m El = constant E = 70 GPa 1= 800 (106) mm4

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