Problem I Compute for the moments at support of the beam loaded as shown: 0 MA THREE MOMENT EQUATION 5 P = 40 KN 2m A L₁ = 4 m RA 2m B RB w = 5 kN/m L₂ = 6 m CFS Rc

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Problem I Compute for the moments at support of the beam loaded as shown: 0 MA THREE MOMENT EQUATION 5 P = 40 KN 2m A L₁ = 4 m RA 2m B RB w = 5 kN/m L₂ = 6 m CFS Rc

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