6–31.
The support at A allows the beam to slide freely along the
vertical guide so that it cannot support a vertical force.
Draw the shear and moment diagrams for the beam.
w
B
A
L
1
6–34.
Draw the shear and moment diagrams for the cantilever
beam.
2 kN
A
3 kNm
1.5 m
2
1.5 m
6–35.
Draw the shear and moment diagrams for the beam.
400 N/m
200 N/ m
A
B
x
3m
3
3m
6–38.
The beam is used to support a uniform load along CD due to the
6-kN weight of the crate. Also, the reaction at the bearing
support B can be assumed uniformly distributed along its
width. Draw the shear and moment diagrams for the beam.
0.5 m
2m
C
A
4
0.75 m
2.75 m
B
D
6–41.
The compound beam is fixed at A, pin connected at B, and
supported by a roller at C. Draw the shear and moment
diagrams for the beam.
600 N
400 N/m
A
2m
5
C
B
2m
2m