For the frame shown, the distributed loading is applied at EFGH. All the vertical members (AE, IE, BF, JF etc.) have modulus of rigidity equal to El and 3m in length. Find (a) moment at MGH using Slope-Deflection Method. Input the magnitude only in kN-m. E 12 kN 12 kN 12 kN 12 kN K 20 kN/m 50 kN/m 20 kN/m 3EI 2EI 3EI H B TTTTI D TTTTT 6m 3m 3m 3m 3m 3m 3m LL

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Pressure and Stress