Analyze the portal frame below by determining the end moments and check the deflection at each span by using stiffness matrix methods. where M1=25, M2=50,W=15, L=8m

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M2 kN/m M1 kN/m В D A 0.4 L 0.6 L W kN 0.6 L F E A 0.5 L 0.5 L > M2 kN/m M1 kN/m В D A 0.4 L 0.6 L W kN 0.6 L F E A 0.5 L 0.5 L >

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lic locd kNm Vicght plusasht Fane Frine salatog e pressiog ... View the full answer