Subject: Structure Analysis 2

Topic: Slope Diflection method

Difficulty: Hard

FEM's (Fixed End Moments)

$AB = M_{ab} = \frac{-wl}{8} = \frac{-32*4}{8} = -16KN.m$

$AB = M_{ba} = \frac{wl}{8} = \frac{32*4}{8} = 16KN.m$

$BC = M_{bc} = \frac{-wl}{8} = \frac{-48*4}{8} = -18KN.m$

$BC = M_{cb} = \frac{wl}{8} = \frac{48*4}{8} = 18KN.m$

$CD = M_{cd} = 0$

$CD = M_{dc} = 0$ …