5. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
SLOPE DEFLECTION METHOD
Non-sway frame with cantileversSTRUCTURAL ANALYSIS I
2017/2018 CLASS 4b
cperez.eps@ceu.es
federico.prietomunoz@ceu.es
CAN YOU GUESS THE SHAPE OF THE BENDING MOMENT DIAGRAMS AND THE
FRAMES DEFORMED SHAPES?
6. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
SLOPE DEFLECTION METHOD
Non-sway frame with cantileversSTRUCTURAL ANALYSIS I
2017/2018 CLASS 4b
cperez.eps@ceu.es
federico.prietomunoz@ceu.es
TO APPLY THE SLOPE DEFLECTION METHOD WE NEED TO KNOW
THE EFFECT OF LOADS applied along the bars IN THE BAR ENDS
(end moments produced by the loads applied along the bars)
THE EFFECT OF JOINT ROTATIONS IN THE BAR ENDS
(end moments produced by the joints rotations)
THE EFFECT OF JOINT DISPLACEMENTS IN THE BAR ENDS
(end moments produced by the joints displacements)
25. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
SLOPE DEFLECTION METHOD
Non-sway frame with cantilevers
-16,875 mm
+5,75 mm
+5,75 mm
11.- VERTICAL DISPLCAMENT IN THE MIDDLE OF THE SPAN
EFFECT OF THE LOAD
EFFECT OF THE RIGHT MOMENT
EFFECT OF THE LEFT MOMENT