2. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
SLOPE DEFLECTION METHOD
Inclined support + beam with roller
cperez.eps@ceu.es
molina.eps@ceu.es
LET’S COMPARE THE BEHAVIOUR OF THESE TWO FRAMES
CONSIDERING A 3 cm SETTLEMENT AT B
3 cm settlement 3 cm settlement