Q1: For the following structures: 1. Draw shear force and bending moment diagrams after solving the structures in dear
steps (points of zero-moment and zero-shear).
2- Find vertical displacements and rotations at the points (B) and (C) after removing the
vertical redundant Reaction at point B in the first step.
* Consider EI =1 in all calculations.
|
20 KN
А
10 kN/m
B
2
C
0.5 m
1.5 m
1 m
40.5 m/
*
(a)
4 KN
6 KN
3 kN/m
B
A
C
A
*
3m
3m
3m
X
X X
X
(b)