36
.................................................................................................. (2.35)
.............................................................................................. (2.36)
................................................................................................. (2.37)
............................................................................... (2.38)
............................................................................................ (2.39)
.................................................................................................... (2.40)
........................................................................................... (2.41)
............................................................................................. (2.42)
Di mana:
k
h
= Modulus reaksi tanah dalam arah horizontal (kN/m³)
B
= Lebar atau diameter tiang (m)
E
= Modulus elastisitas tiang (kN/m²)
I
= Momen inersia penampang tiang (m
4
)
Q
g
= Gaya horizontal pada tiang (kN)
M
top
= Bending momen maksimum pada kepala tiang
M
max-1
= Bending momen maksimum pada kedalaman lm
max
lm
max
= Kedalaman dari M
max-1
lm
i
= Kedalaman dari momen titik nol kedua
y
top
= Perpindahan kepala tiang
ly1
= Kedalaman dari perpindahan titik nol pertama
l
i
= Kedalaman sudut defleksi titik nol kedua
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