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Problem. A beam loaded as shown. Consider pts. A, B, C, D, & E from left 10/10 to right end & @ every point reaction

Problem. A beam loaded as shown. Consider pts. A, B, C, D, & E from left 10/10 to right end & @ every point reaction & load (4). The absolute moment @ point of zero shear is _KN-m 20 kN/m 20 kN 10 kN/m 2 m 1 m 4 m 2 m 8.8 O 40 Q 4 20 O 28.6

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