1. Determine the support reactions 2. Draw the shear diagram by the Area Method. Show detailed computation. 3. Determine the maximum values of shear and moment

Solve B Please fast

Please show the Step-by-step solution. Use pen and paper to solve. Thank you Determine the reactions at the supports of the following structures and draw the Shear & Moment Diagram. 9 kips/ft P= 15 kips 25 kips |E B D

9. A single horizontal force P of magnitude 900N is applied to end D of lever ABD shown in the figure below. Knowing that portion AB of the lever has a diameter 36mm, determine a) the normal and shearing stresses on an element located at point H and having sides parallel to the x and y axes, b) the principal planes and the principal stresses at point H. 300 mm 120 mm y B H A 540 mm 36 mm P D

For the beam structure shown below, both C and E are rollers, support A is pinned. El is constant within the structure. (1) Determine the degree of indeterminacy of the structure. (2) Choose appropriate redundant(s), then apply the Force Method to calculate reaction forces at all supports. (3) Draw shear and moment diagrams of the beam (4) Apply the Conjugate Beam Method to calculate the vertical deflection at point B. -12 ft- 30 k ↓ B H -12 ft- -12 ft- E = 29,000 ksi I = 1,500 in.4 30 k ↓ D -12 ft-

QUESTION 1. Determine the reaction at pins at A, B and C and fixed support at D. Answer in component form. Take P = 8+ 0.5(third highest digit of your student number). ALSO, draw the shear and moment diagram of member BC only. 12P kN 8P kN B 4 m D -3 m 3 m- 3m 3 m-

Show solution with detailed Free body diagram/drawings.

The frame shown in Figure 3 is subjected to tow lateral forces. Use the Portal Method, determine approximately the internal axial, shear and moments of all members and hence calculate the reactions at A and B. Assume the supports at A and B are fixed. Show details of your work including Free Body Diagrams (FBD). Hence find reactions at supports A and B. Indicate their directions. D. 60 kN 6 m 30 kN 6 m 10 m