(a) Vị mg1 = 0 М— — Рх, X1 V, 6--r |тор 3 M2 = X2 Virtual loads Real load (b) (c)

For the beam shown below, assume that E/= 6 × 104 kN-m² is constant through the length of the beam. If a = 3 m, b=5 m and c= 3 m and the distributed load w = 5.2 kN/m: a) determine beam slope at C. Enter your answer in rad to 5 decimal places. a B W b с с H X

Problem 2 Moment-Area Method: For the given beam below, answer the questions. El = constant: 5 kN 8 kN-m A В 6 m 6 m 6 m (b) (c) | Draw the Curvature Diagram of the beam. Mark all important values. Determine the slope at point A, 64, using the moment-area method. | Determine the deflection at point B, Ag, using the moment-area method.

1. For the beam shown and given cross-section determine the maximum bending stress and the absolute maximum bending stress.  2. Determine the maximum shear stress in the beam