Civil Engineering Reference
In-Depth Information
L
L = 1
q
2
action+
holdr
°
= 18.43
M
p
=10
15
1
q
a)
12
3
5
2
local
correction
2
1
q
b)
3
2.8460
5
0.9487
global
correction
2
2
1
q
c)
0.9487
2.8460
Figure 4.30
Correction terms for “yielding” element
6
l
12
l
6
3
4
λ
50
50
80
80
2
7
4
A
2
3
5
6
EA= 10
10
kN
EI= 10
6
kNm
2
1
20
4
20
7
20 15 m
M
p
kNm
5
8
1
20 m
30m
Figure 4.31
Mesh and data for first Program 4.5 example (
Continued on page 142
)
