Civil Engineering Reference
In-Depth Information
Table 3.17.
Example 3.19 Plate bending
22
-16
2
0
0
2
0
0
0
0
0
0
0
0
0
z
7
=
q
7
4
h
D
-8
23
-8
1
0
-8
3
0
0
0
0
0
0
0
0
z
8
q
8
*
1
-8
21
-8
1
2
-8
2
0
1
0
0
0
0
0
z
9
q
9
0
1
-8
22
-8
0
2
-8
2
0
1
0
0
0
0
z
10
q
10
0
0
2
-16
21
0
0
4
-8
0
0
1
0
0
0
z
11
q
11
2
-16
4
0
0
20
-16
2
0
2
0
0
0
0
0
z
12
q
12
0
3
-8
2
0
-8
22
-8
1
-8
3
0
0
0
0
z
13
q
13
0
0
2
-8
2
1
-8
21
-8
2
-8
2
1
0
0
z
14
q
14
0
0
0
4
-8
0
2
-16
20
0
4
-8
0
1
0
z
15
q
15
0
0
2
0
0
2
-16
4
0
20
-16
2
2
0
0
z
16
q
16
0
0
0
1
0
0
3
-8
2
-8
23
-8
-8
3
0
z
17
q
17
0
0
0
0
1
0
0
4
-8
2
-16
20
4
-8
1
z
18
q
18
0
0
0
0
0
0
0
2
0
2
-16
4
22
-16
2
z
19
q
19
0
0
0
0
0
0
0
0
1
0
6
-8
-16
25
-8
z
20
q
20
0
0
0
0
0
0
0
0
0
0
0
4
8
-32
20
z
21
q
21
Table 3.18.
Example 3.19 Plate bending
z
7
=
0.000291121
inches
z
8
0.000749271
z
9
0.001156404
z
10
0.001421248
z
11
0.001511939
z
12
0.001945784
z
13
0.003037557
z
14
0.003762980
z
15
0.004014203
z
16
0.004780224
z
17
0.005951021
z
18
0.006358843
z
19
0.007429735
z
20
0.007946380
z
21
0.008501580
