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A Problem. 1: For the beam shown below, draw shear and moment diagram using. 1. Force Method 2. Slope Deflection Method 3. Moment Distribution Method 4. Stiffness Analysis Method 5. Using STAAD Pro E=200 GPa, I = 120 (106) mm² 5 m I 50 kN 2m BI 3 m 20 kN/m 21 I 5m 100 kN 2m

Fig: 1