a) Solve for the reactions. Draw the shear and moment diagram. Be sure to provide equations at each cut. 400 N/m 200 N/m В A 3 m -3 m

So 873.7 it’s wrong . Determine the maximum value of the bending moment and enter your answer in N-m units.. Remember to also show all your work

3. Draw a schematic of the standard convention for the meaning of positive shears and bending moments (see Section 8.2). Use your diagram to help you answer 4 And 5. 4. Determine the internal shear at a section passing through point D. 5. Determine the internal bending moment at a section passing through point. The answers should be according to the answer key-  4. VD = 2000 lb (up) 5. MD = 1556 N-m (clockwise)

Draw Shear ond moment Diagrams. NO E QUATION S! NO CUTS! 4N Im 6N 5N-m 5m 3m 3m zm M.

5 kN 5 kN 8 kN/m 5 kN-m 5 kN-m - 2 m- -2 m - 2 m - 2 m A) Construct the shear and bending moment diagrams. The reactions: on the left is 29 kN up and on the right is 13 kN up.

I also need help drawing the shear and moment diagrams

i need the answer quickly

For the given beam, draw the simplified free-body diagram and below it the shear and bending moment diagrams via method of sections. Determine the points of zero shear (if any), their distance from point A, and the bending moments at these points. Indicate the value of all the points, the degree of all curves, and the maximum shear and maximum bending moment of the beam. Note that P is applied perpendicular to the hanger attached at B. Show all necessary solutions. Let the analysis be from left to right. 102 KN 5m 43 kN B 43 KN 35 KN 3 m 1 m 4m 3m C D 3 m 31 kN 44 kN m

For the beam and loadings shown, a) Use dicontinuity functions to write the expression for the expression for w(x); include the beam reactions in this expression. b) Integrate w(x) twice to determine V(x) and M(x). c) Use V(x) and M(x) to plot the shear force and bending moment diagrams.

Please show all steps. Using section or integral method is fine. Would be nice to see both but either will work.