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36 KN 10 kN/m с D 10 kNm PROBLEM 5.13 Assuming that the reaction of the ground is uniformly distributed, draw B the shea
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36 KN 10 kN/m с D 10 kNm PROBLEM 5.13 Assuming that the reaction of the ground is uniformly distributed, draw B the shea
36 KN 10 kN/m с D 10 kNm PROBLEM 5.13 Assuming that the reaction of the ground is uniformly distributed, draw B the shear and bending-moment diagrams for the beam AB and determine the maximum absolute value (a) of the shear, (b) of the bending moment. 0.9 m 0.9 m. 09 m 0.9 m
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