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Problem. 2: For the frame shown below, draw shear and moment diagram using. 1. Slope Deflection Method 2. Moment Distribution Method 3. Using STAAD Pro E=200 GPa, I = 80 (105) mm4 50 kN 6 kN/m C 21 8 m 4 m - * -3 m- I 50 kN B 6 m 6 m age2

Fig: 1