2 kN 2 kN 2 kN D E F A C 16 m 8 m 8 m 8 m 8 m

Consider the beam shown in (Figure 1). EIEI is constant. Assume 2 and 3 are rollers. Take F = 38 kN.

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-

Determine the moments at A, B, C, and D and draw the moment diagram of the frame shown in the figure. A and D are embedded. B and C are rigid joints. El Constant. Use the moment distribution method. = 15 k 6 ft 6 ft 4 k/ft -15 ft- C

SOLVE THE INDETERMINATE STRUCTURE USING THE MOMENT DISTRIBUTION METHOD AND SHOW A COMPLETE SOLUTION. Determine the reactions at the supports and then draw the moment diagram. Assume A is fixed. EI is constant.

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-

do asap

Determine the reactions at the supports and then draw the moment diagram. Assume A is fixed. EI is constant.