42 CHAPTER TWO
0 0.05 0.10 0.15
m =
MF
WL
W
aL
0.20
0
1.0
0.1
0.9
0.2
0.8
G 2
= 0.05 G 2
= 0
G
2 = 0
G 2
= 0.15
G 2
G 2 = 0.20
= 0.25
0.3
0.7
a
0.4
0.6
Use upper line for MRF
Use lower line for MLF
0.6
0.4
0.7
0.3
0.8
0.2
0.9
0.1
1.0
0
0.5
G
2 = 0
S
3 = 0
S
3 = 0.05
for m
R
(–0.05
for m
L)
S
3 = –0.05
for m
R
(0.05
for m
L)
G 2
= 0.10
G^2 = 0.10
FIGURE 2.7 Chart for fixed-end moments due to any type of loading.