Draw the shear-force and bending-moment diagrams for the beam shown. Determine the bending moment 3.16 ft to the right of point A if P = 3.47 kips and Q = 4.33 kips. Round off the final answer (in lb ft) to two decimal places. 2 Q D X A P 2 ft B 6 ft с - 4 ft -

1. If the shear at a point 1m from the roller support is equal to -217.65765765766kN, determine the value of "w". 2. Determine the deflection at point 3.2m from the hinge support. 3. Determine the deflection at point 1m from the roller support.

Please solve the problem in the picture, find all of the reactions and please show the shear, moment and Moment/EI diagrams. Thank you for your help!

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