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25 kN 20 kN ȚII D 15 kN 1m-7 0.8 m 0.3 m 30 kN 0.4 m For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment.

25 kN 20 kN ȚII D 15 kN 1m-7 0.8 m 0.3 m 30 kN 0.4 m For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment.

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15 kN 25 kN 20 kN III. C E D 1m-es. 0.8 m 0.3 m 30 kN 0.4 m For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment.
Transcribed Image Text:15 kN 25 kN 20 kN III. C E D 1m-es. 0.8 m 0.3 m 30 kN 0.4 m For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment.
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