Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a= 3.5 ft, b= 8.0 ft, c= 5.0 ft, d= 3.0 ft, w = 8.5 kips/ft and P = 54 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. P B C D E d For this loading, calculate the reaction forces A, and Ey acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since A, = 0, it has been omitted from the free-body diagram.)

Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Leta = 5.2 ft, w = 235 Ib/ft, Mp = 7000 lb-ft, and P = 11001b. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. Mp Determine the bending moment acting at each of the following locations: (a) x = 5.2 ft (i.e., at point B) (b) x = 10.4 ft (i.e., at point C) (c) x = 15.6 – ft (i.e., just to the left of point D) (d) x = 15.6 + ft (i.e., just to the right of point D) (e) x = 20.8 ft (i.e., at point E) When entering your answers, use the bending moment sign convention.

Please do not round off in all computations and box all final answers Conduct the following using either Double Integration Method, Moment Area Method, or Conjugate Beam Method Let El be constant. Given that from Point A, x = 8.12 m. What is the value of El(y)? Given that from Point A, x = 5.59 m. What is the value of El (y')? Given that from Point A, x = 4.92 m. What is the value of El(y)? Given that from Point A, x = 9.37 m. What is the value of El (y')? 61 KN 2.35 m 37 KN/m 30 KN/m 2.45 m A B 4.70 m 5.58 m

A force (FCD = 4.49 kN) is applied to a utility pole as shown.a) Write an algebraic expression with appropriate subscripts for the moment about the line passing through OF. What alternate moment arms could be used?b) Create a 3x3 determinant for the moment about line OF and solve. What does the sign of your answer indicate?c) Find the shortest distance between line OF and the line of action of the force.d) Find the 3D angle between OF and CD.

Determine the bending moment M in the beam at the point located L = 4.60 m to the left of point C. The ground reactions and shear- force diagram are shown. A 65.60 kN Units: KN 40.0 KN 3m B 65.60 65.60 25.60 O 183.3 kN-m O 263.5 kN-m O 194.6 kN-m O 224.5 kN-m O 252.1 kN-m 7.0 kN/m 12 m @x=6.66 m 58.40 kN -58.40

Solve the following problems in the prescribed manner on a clean sheet of paper. Capture images of your work, convert it into pdf then submit on or before the given deadline. Problem: 1. The cantilever beam shown has the following dimensions: a = 300 mm; b = c = 400 mm; d =g%3D 24 mm; e = g= 96. The loads are w, = 2 kN/m and P = 3 kN. Determine the maximum bending stress and the maximum shear stress in the beam. Wo P a 6.

Needs Complete typed solution with 100 % accuracy.          Handwritten solution is completely prohibited.

For those who knows Engineering Mechanics. Can someone help me to solve the problem below. I will surely upvote for your answer. Need answer ASAP. Thanks

A retaining wall shown below has a height of 9 m. It is subjected to a uniformly distributed surcharge of 12 KPa at the top of the horizontal backfill. a) Compute the total lateral active force acting on the wall. b) Compute the location of the total active force from the bottom of the wall. c) Compute the moment at the base of the wall.

solve all parts. show all steps/solutions. show equations for shear and moment diagrams