Draw the shear and moment diagrams for the beams.
Draw the shear and moment diagrams for the following:
1.5 kips/ft
3 kips/ft
6'
(a) 30 kips
ips/ft
12'-0
(a) 10 kips
(b) 2 kips
12 kips kip/ft
3 kips/ft
8'-0
8'-0
(a)
(b)
10 kips
0.5 kips/ft
4 kips
VIT B 5' 0"
8'-0
10'-0"
6'-0