If the moment at a point 3m from the free end is equal to -1288.5kN-m, determine the value of "w". 2. Determine the maximum deflection of the beam.

Q8. Determine the deflection of point B on the steel beam with I = 80×106 mm4 and E = 200 GPa. [Ans. 11.7 mm] Ap 3 m 20 kN B 5 m с

1. Calculate the values of the reactions, slope at C, and deflection at B. Use E = 200 Gpa and I = 140 x 106mm4. 40 KN 6m B 3m C AH

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-