Strength of Materials Deflection of Beam

The slope deflection equation at B of element BC in the following frame is (AB = 6 m and BC = CD = 8m)

1

Mbc = 0.8EI (2θ_c - θ_b)

2

Mbc = 0.6EI (2θ_b - θ_c)

3

Mbc = 0.5EI (2θ_b + θ_c)

4

Mbc = 0.5EI (2θ_c + θ_b)

5

Mbc = 0.33EI (2θ_c - θ_b)

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