12 4 FEM a.) A ✓ ✓ 15/05/m 21 4m AB = 3mm い Dc=2mm El is Constant 10kn 10kn/m 5kn/m 2m El is 21 20 Constant 10kn 10/05/m 3M 4m 3m I 31 4m 2m I 4m 107473 3-moment Eg 10kn/m um Im 2m
12 4 FEM a.) A ✓ ✓ 15/05/m 21 4m AB = 3mm い Dc=2mm El is Constant 10kn 10kn/m 5kn/m 2m El is 21 20 Constant 10kn 10/05/m 3M 4m 3m I 31 4m 2m I 4m 107473 3-moment Eg 10kn/m um Im 2m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
solve for number 4 please, fix end moments please help me i really need it thank you!

Transcribed Image Text:12
4
FEM
a.)
A
✓ ✓
15/05/m
21
4m
AB = 3mm
い
Dc=2mm
El is Constant
10kn
10kn/m
5kn/m
2m
El is
21
20
Constant
10kn
10/05/m
3M
4m
3m
I
31
4m
2m
I
4m
107473
3-moment
Eg
10kn/m
um
Im
2m
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