P I. CALCLULATE THE FEM FORMULA OF THE GIVEN FIGURE USING: -L

The beam shown n the umage below ies on the ground e supporss the load Shown. Assuming the upward reaction of the ground is uniformy di sterbed,then: •wnat are the equations for the shear & bending-moment Curves. • what is the maxmum absolute value of the bending moment. CLx-x") wo wこ 3

Solve using slope defelction method

show complete solution pls

For the given beam and load a) show the correct equation of shear and bending-moment curves b) correct expression for max. the absolute value of bending moment in beam.

SOLVE USING METHOD OF LEAST WORK (Castigliano's second theorem)

Problem 2 Using the Moment-Distribution Method, determine the moments at A, B, and C, then draw the moment diagram. Assume the support at B is a roller and A and C are fixed. El is constant. A 700 lb 700 lb IT B outouto -6 ft--6 ft--6 ft-10 ft- 500 lb -10 ft-

Solve the following problems in the text book using the three-moment equation:

Use Virtual Work Method AE Constant for all truss members. Solve for the horizontal displacement at joint A.

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-