A. The maximum tensile and compressive stresses due to bending
B. shearing stress at the neutral axis.
Given Ix = 101.5 in
N.A
5"
Beam cross-section
2.35"
4.65*
Deflected
shape
v (k)
GAR
6MM
M (k-ft)
G
18 k
18
1011
72
6*
BAR
5
Fig: 1