\-Q-2.3@oΘόίΙ¨―ιW
CASE
[x
L
Π
3
ikgf/cm
2
j
Ώi%/kgf/cm
2
j
ΐicm
2
/kgfj
4
0.5m
0.1
1.614
2.943
0.2
1.008
1.518
0.4
0.645
0.699
’
0.8
0.875
0.360
1.0m
0.1
1.805
2.858
0.2
2.480
1.384
0.4
1.168
0.889
’
0.8
0.489
0.370
5
0.5m
0.1
1.208
3.001
0.2
1.191
1.490
0.4
1.286
0.741
’
0.8
1.049
0.480
1.0m
0.1
1.278
3.021
0.2
1.973
1.367
0.4
1.707
0.710
’
0.8
0.668
0.372
6
0.5m
0.1
1.349
2.451
0.2
1.169
1.516
0.4
0.934
0.712
’
0.8
0.785
0.409
1.0m
0.1
2.479
2.485
0.2
2.617
1.535
0.4
0.546
0.801
’
0.8
0.342
0.835