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INFLUENCE LINESINFLUENCE LINES
(Garis Pengaruh)(Garis Pengaruh)
Kegunaan:Kegunaan:
 Mengetahui nilai suatu muatan bergerak
yang dapat menimbulkan akibat yang
paling buruk.
 Mengetahui posisi beban.
 Menentukan bagian struktur yang
mengalami keadaan kritis.
PenggunaannyaPenggunaannya
 1. beban terpusat di suatu titik.
 2. beban terdistribusi merata >.
 3. beban terdistribusi merata <.
 4. beban terbagi dua.
 5. beban terbagi banyak.
Beban Terpusat di Satu TitikBeban Terpusat di Satu Titik
 Fmax , ketika w berada di titik.
Fmax (+) = +RB = w. x / L
Fmax (-) = - RA = - w (L  x) / L
Nilai Fmax berdasarkan garis pengaruh;
Fmax = + w.xx1 = w. x / L
= - w. xx2 = -w. (L  x ) / L
 Momen => Mx = w.x (L  x ) / L
Sst
Beban Terdistribusi MerataBeban Terdistribusi Merata
 Fmax, ketika pusat beban di section itu sendiri.
 Nilai Fmax = + RB = W X2 / 2. L
Fmax = -RA= -W (L  X)2
/ 2L
 Berdasarkan garis pengaruh;
Fmax = + w.xx1 A= w. (x /2 . X/ L) = W.X2
/ 2L
= - w. xx3 B = -w. (L  x /2 . L-X / L)
Momen => Mx = w.x/2 (L  x )
a
A
G J
KH B
B
B
A
A
X
X3
X2
b
E
F
X
D
C
X1
X
Beban Terdistribusi MerataBeban Terdistribusi Merata
 Fmax , Pusat beban berada di section itu
sendiri.
(+) nilai Fmax = +RB = + w. a / L (x  a / 2)
(-) nilai Fmax = - RA = - w. a / L (L  x  a/2)
Berdasarkan garis pengaruh :
Fmax (+) = w. area CDxx1
Fmax (-) = - w. area xx3EF
 Momen
Mmax di titik x => jika posisi beban di
sekitar titik x dgn jarak yg sama.
Beban terbagi duaBeban terbagi dua
 Fmax
(+) Fmax = +RA
(-) Fmax = -RB
dgn garis pengaruh :
(+) Fmax = w2. xx1 + w1 + OD
(-) Fmax = - (w1.xx2 + w2.FE)
M5M4M3M2
M1
W5W4W3W2W1
X
X1
X
b
X2
X3
X
A
A
B
B
BH K
G
A
 Momen
2 keadaan :
jika, w1 w2 2mx = {(w2x +w1(x  d)} (L  x) / L
A d x
jika, w1 w2 Mx = {(w1(L  x) + w2 (L  x  d) )}x / L
A x B
Dengan garis pengaruh :
1. 2mx = w2.xx3 + w1.GH
2. Mx = w1.xx3 + w2.JK
Beban terbagi banyakBeban terbagi banyak
 Fmax cara coba-coba.
menggunakan garis pengaruh :
Fx = w1.F1.F1 + w2.F2.F2  w3.F3.F3  w4.F4.F4  w5.F5.F5
 Momen
gambar garis pengaruh dengan dasar AB dan
ordinat xx2 = x.(L  x) / L
Jadi, Mx = w1.m1.m1 + w2.m2.m2 + w3.m3.m3 + w4.m4.m4 + w5.m5.m5

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Sst

  • 1. INFLUENCE LINESINFLUENCE LINES (Garis Pengaruh)(Garis Pengaruh)
  • 2. Kegunaan:Kegunaan: Mengetahui nilai suatu muatan bergerak yang dapat menimbulkan akibat yang paling buruk. Mengetahui posisi beban. Menentukan bagian struktur yang mengalami keadaan kritis.
  • 3. PenggunaannyaPenggunaannya 1. beban terpusat di suatu titik. 2. beban terdistribusi merata >. 3. beban terdistribusi merata <. 4. beban terbagi dua. 5. beban terbagi banyak.
  • 4. Beban Terpusat di Satu TitikBeban Terpusat di Satu Titik Fmax , ketika w berada di titik. Fmax (+) = +RB = w. x / L Fmax (-) = - RA = - w (L x) / L Nilai Fmax berdasarkan garis pengaruh; Fmax = + w.xx1 = w. x / L = - w. xx2 = -w. (L x ) / L Momen => Mx = w.x (L x ) / L
  • 6. Beban Terdistribusi MerataBeban Terdistribusi Merata Fmax, ketika pusat beban di section itu sendiri. Nilai Fmax = + RB = W X2 / 2. L Fmax = -RA= -W (L X)2 / 2L Berdasarkan garis pengaruh; Fmax = + w.xx1 A= w. (x /2 . X/ L) = W.X2 / 2L = - w. xx3 B = -w. (L x /2 . L-X / L) Momen => Mx = w.x/2 (L x )
  • 8. Beban Terdistribusi MerataBeban Terdistribusi Merata Fmax , Pusat beban berada di section itu sendiri. (+) nilai Fmax = +RB = + w. a / L (x a / 2) (-) nilai Fmax = - RA = - w. a / L (L x a/2) Berdasarkan garis pengaruh : Fmax (+) = w. area CDxx1 Fmax (-) = - w. area xx3EF Momen Mmax di titik x => jika posisi beban di sekitar titik x dgn jarak yg sama.
  • 9. Beban terbagi duaBeban terbagi dua Fmax (+) Fmax = +RA (-) Fmax = -RB dgn garis pengaruh : (+) Fmax = w2. xx1 + w1 + OD (-) Fmax = - (w1.xx2 + w2.FE)
  • 11. Momen 2 keadaan : jika, w1 w2 2mx = {(w2x +w1(x d)} (L x) / L A d x jika, w1 w2 Mx = {(w1(L x) + w2 (L x d) )}x / L A x B Dengan garis pengaruh : 1. 2mx = w2.xx3 + w1.GH 2. Mx = w1.xx3 + w2.JK
  • 12. Beban terbagi banyakBeban terbagi banyak Fmax cara coba-coba. menggunakan garis pengaruh : Fx = w1.F1.F1 + w2.F2.F2 w3.F3.F3 w4.F4.F4 w5.F5.F5 Momen gambar garis pengaruh dengan dasar AB dan ordinat xx2 = x.(L x) / L Jadi, Mx = w1.m1.m1 + w2.m2.m2 + w3.m3.m3 + w4.m4.m4 + w5.m5.m5