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APPENDIX
D
Equivalent Nodal Forces
The equivalent nodal (or joint) forces for different types of loads on beam elements are shown in Table D–1.
d
Problems D.1
Determine the equivalent joint or nodal forces for the beam elements shown in Figure PD–1.
Figure PD–1
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Table D–1
Single element equivalent joint forces f0 for different types of loads
f1y
m1
1.
P 2
2.
Loading case
f2y
m2
PL 8
P 2
PL 8
Pb 2 ðL þ 2aÞ L3
Pab 2 L2
Pa 2 ðL þ 2bÞ L3
Pa 2 b L2
3.
P
að1 aÞPL
P
að1 aÞPL
4.
wL 2
wL 2 12
wL 2
wL 2 12
5.
7wL 20
wL 2 20
3wL 20
wL 2 30
6.
wL 4
5wL 2 96
wL 4
5wL 2 96
(Continued ) 753
754 Table D–1 (Continued )
f1y
m1
7.
13wL 32
8.
wL 3
9.
Mða 2 þ b 2 4ab L 2 Þ L3
Loading case
f2y
m2
11wL 2 192
3wL 32
5wL 2 192
wL 2 15
wL 3
wL 2 15
Mbð2a bÞ L2
Mða 2 þ b 2 4ab L 2 Þ L3
Mað2b aÞ L2