図8.14 剪断応力度の分布
番号 |
|
qの補正 |
剪断応力度 |
|
|
|
τ=qS/Jt |
2 |
0 |
69.4 |
1.00 |
1 |
375.0 |
444.4 |
6.46 |
4 |
375.0 |
444.4 |
3.23 |
5 |
1000.0 |
1069.4 |
7.78 |
6 |
375.0 |
444.4 |
3.23 |
10 |
375.0 |
444.4 |
6.46 |
11 |
0 |
69.4 |
1.00 |
|
|
|
|
2 |
0 |
69.4 |
1.00 |
3 |
-375.0 |
-305.6 |
4.45 |
7 |
-375.0 |
-305.6 |
4.45 |
8 |
-687.5 |
-618.1 |
8.99 |
9 |
-375.0 |
-305.6 |
4.45 |
12 |
-375.5 |
-305.6 |
4.45 |
11 |
0 |
69.4 |
1 |
科学書刊株式会社:電子版 「橋梁&都市 PROJECT: 2011」 |