The document is an analysis of a structural element. It describes a beam (element 1) that is 5 meters long connecting points A and B. A force of 2 kN is applied at point P1. It provides the beam's length, cross-sectional area, moment of inertia, and equations to calculate the beam's deflections under the given load.

1. TUGAS ANALISIS STRUKTUR II
1.
5 m 8 m
Dik : - Nim D11111024 Maka P1 = 2 kN
a. Elemen 1 ( Batang A-B)
L : 5 m
B
B
A
A
v
v
L
EI
L
EI
L
EI
L
EI
L
EI
L
EI
L
EI
L
EI
L
EI
L
EI
L
EI
L
EI
L
EI
L
EI
L
EI
L
EI
k
...
...
...
...
4626
612612
2646
612612
22
2323
22
2323
= AE
2
2
1
1
1
...
...
...
...
1000
0100
0010
0001
v
v
T
0.096 0.24 -0.096 0.24
0.24 0.8 -0.24 0.4
-0.096 -0.24 0.096 -0.24
0.24 0.4 -0.24 0.8