For each beam, draw the shear and moment diagrams, label the maximum values of shear and moment, locate points of inflection, and sketch the deflected shape. Handwritten only pls
Transcribed Image Text:A
k
w = 12 kips/ft
6′-
hinge
8
*
6 kips/ft
3′
P5.30
C
6 kips
3′ 2′
D
k
w = 12 kips/ft
6′-
hinge
8
*
6 kips/ft
3′
P5.30
C
6 kips
3′ 2′
D
