5.11 and 5.12 Draw the shear and bending-moment diagrams for the beam and loading shown, and...

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5.11 and 5.12 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum abso- lute value (a) of the shear, (b) of the bending moment. E 3 in. Fig. P5.11 F C D 60 kaps 60 kips -8 in.--8 in.--8 in.- B 250 mm 250 mm 250 mm B C D 50 mm-> 50 mm 75 N 75 N Fig. P5.12 5.11 and 5.12 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum abso- lute value (a) of the shear, (b) of the bending moment. E 3 in. Fig. P5.11 F C D 60 kaps 60 kips -8 in.--8 in.--8 in.- B 250 mm 250 mm 250 mm B C D 50 mm-> 50 mm 75 N 75 N Fig. P5.12