*6-16. A reinforced concrete pier is used to support the stringers for a bridge deck. Draw the shear and moment diagrams for the pier. Assume the columns at A and B exert only vertical reactions on the pier. 60 KN 35 kN 35 kN 35 KN 1 m 1 m 1.5 m | 1.5 m 1 m A 60 kN 1m B

Determine the shear force V in the beam at a point located 3.00 ft to the left of point B. The ground reactions are provided. Ay = 2,635.7 lb By = 4,864.3 lb 1,200 lb 450 lb/ft B C 14 ft 6 ft O -2491 lb O -1663 lb O -1461 Ib O -2314 lb O -1905 lb

For the figure shown, find the horizontal reaction and vertical reaction at A and also the vertical reaction at B.  Determine the Internal forces at point C. Construct the shear and moment equations/functions at segment DE (1.5 < x < 3.0).Note point D is at 1.5m from A and point E is 3.0m from A.

Solve the preceding problem (W 250 × 44.8) if the resultant force P equals 110 kN and E = 200 GPa.

The compound beam is supported by a roller at point C, fixed at point A, and the two sections are pinned at point B. It is subjected to a free couple moment M, a distributed load with maximum load intensity w, and a concentrated force F. If the distributed load w = 0.6 kN/m, the concentrated force F = 0.6 kN, and the free couple moment M = 0.8, determine the magnitude of the support reaction (in kN) at pin B. Answer must include 2 places after the decimal point.

The beam shown below is acted upon by a triangular distributed load, a couple moment, and a point force as shown. It is supported by a roller at A and a pin at B. 3 m 1 m 1 т F The applied forces/moments are: w = 150 N/m M = 65 N•m F = 20 N i. Determine the reaction forces at A and B. ii. Find the location of zero shear between A and B. iii. Determine the absolute maximum bending moment for the beam. iv. Draw the shear force diagram for the beam. v. Draw the bending moment diagram for the beam. Part A - Part A Determine the x – component of the reaction force at roller A. Use positive values to represent forces oriented up or to the right and negative values to represent forces oriented down or to the left. Express your answer in units of N to three significant figures. If no reaction force exists for a particular component, enter 0. Ag = 0 N Submit Previous Answers Correct Part B - Part B Determine the y – component of the reaction force at roller A. Use positive values to represent…

Divide the plane frame structure shown in the image into suitable parts for analytical examination and draw the free-body diagrams of the parts. Additionally, determine the shear force and bending moment diagrams of the structure. F = 10 kN and a = 2 m. There is a roller support on the left edge and a fixed support at the bottom.

Draw the Free Body Diagram, Shear Force Diagram, and Bending moment Diagram for this please!

7-12 Rod AB is fixed to a smooth collar D, which slides freely along the vertical guide. Determine the normal force, shear force, and moment at point C, which is located just to the left of the 60 lb concentrated load

PROBLEM 1-FIlexure Formula A 200-lb man starts at end A of the wooden plank and walk towards end B. If the plank will fail when the maximum bending stress is 6000 psi, find the farthest distance X that the man can walk safely. 3 Use S=l/c = 1.125 in 144 in Value of reaction at %3D Maximum moment Value of x SOLUTION: II