analisa truss dengan mengunakan metode elemen hingga

Kelompok 2

MATRIKS KEKAKUAN STRUKTUR

F1 d1

F2 d2

F3 d3

F4 d4

F5 d5

F6 d6

F7 d7

F8 d8

dikarenakan [Ka] = [Kd] = [Ki], maka

53644.213 26822.046 -53644.213 -26822.046

[K] = 26822.046 13410.993 -26822.046 -13410.993

-53644.213 -26822.046 53644.213 26822.046

-26822.046 -13410.993 26822.046 13410.993

dikarenakan [Kb] = [Kf] = [Kj] = [Km], maka

74970.000 0.000 -74970.000 0.000

=

0

ka12

ka22 + kc11 + kd11 + ke11

kc21

kd21

ke21

0

0

kf21

0

0

ka11 + kb11

Ka21

kb21

0

0

0

0 0

0

0

0

0

0

kb12

kc12

kb22 + kc22 + kf11

0

0

0

0

0

0

kj21 kk21

kl21

kh12

ki12

0

0

0

0

0

0

0

0

kd12

kd22 + kg11 + kh11

kg21

kh21

ke12

kf12

kg12

ke22 + kf22 + kg22 + ki11 + kj11

ki21 kh22 + ki22 + kk11 + kl11

kj12

kk12

kj22 + kk22 + km11

km21

kl12

km12

kl22 + km22

0

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22

TUGAS METODE ELEMENT HINGGA

74970.000 0.000 -74970.000 0.000

[K] = 0.000 0.000 0.000 0.000

-74970.000 0.000 74970.000 0.000

0.000 0.000 0.000 0.000

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22


Kelompok 2

dikarenakan [Ke] = [Kh] = [Kl] , maka

53644.213 -26822.046 -53644.213 26822.046

[K] = -26822.046 13410.993 26822.046 -13410.993

-53644.213 26822.046 53644.213 -26822.046

26822.046 -13410.993 -26822.046 13410.993

dikarenakan [Kc] = [Kk] , maka

0.000 0.000 0.000 0.000

[K] = 0.000 149940.000 0.000 -149940.000

0.000 0.000 0.000 0.000

0.000 -149940.000 0.000 149940.000

matriks kekakuan untuk batang [Kg] , ialah

0.000 0.000 0.000 0.000

[K] = 0.000 74970.000 0.000 -74970.000

0.000 0.000 0.000 0.000

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12


[K] = 0.000 74970.000 0.000 -74970.000

0.000 0.000 0.000 0.000

0.000 -74970.000 0.000 74970.000

Kx11 Kx12

Kx21 Kx22

Kx21 Kx22


Kelompok 2

H1 128614.213 26822.046 -53644.213 -26822.046 -74970.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0

V1 26822.046 13410.993 -26822.046 -13410.993 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0

0 -53644.213 -26822.046 160932.638 26822.046 0.000 0.000 -53644.213 -26822.046 -53644.213 26822.046 0.000 0.000 0.000 0.000 0.000 0.000 U2

-3000 -26822.046 -13410.993 26822.046 190172.980 0.000 -149940.000 -26822.046 -13410.993 26822.046 -13410.993 0.000 0.000 0.000 0.000 0.000 0.000 V2

H3 -74970.000 0.000 0.000 0.000 149940.000 0.000 0.000 0.000 -74970.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 U3

V3 0.000 0.000 0.000 -149940.000 0.000 149940.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 V3

0 0.000 0.000 -53644.213 -26822.046 0.000 0.000 107288.425 0.000 0.000 0.000 -53644.213 26822.046 0.000 0.000 0.000 0.000 U4

-3000 0.000 0.000 -26822.046 -13410.993 0.000 0.000 0.000 101791.987 0.000 -74970.000 26822.046 -13410.993 0.000 0.000 0.000 0.000 V4

H5 0.000 0.000 -53644.213 26822.046 -74970.000 0.000 0.000 0.000 257228.425 0.000 -53644.213 -26822.046 -74970.000 0.000 0.000 0.000 U5

V5 0.000 0.000 26822.046 -13410.993 0.000 0.000 0.000 -74970.000 0.000 101791.987 -26822.046 -13410.993 0.000 0.000 0.000 0.000 V5

0 0.000 0.000 0.000 0.000 0.000 0.000 -53644.213 26822.046 -53644.213 -26822.046 160932.638 -26822.046 0.000 0.000 -53644.213 26822.046 U6

-3000 0.000 0.000 0.000 0.000 0.000 0.000 26822.046 -13410.993 -26822.046 -13410.993 -26822.046 190172.980 0.000 -149940.000 26822.046 -13410.993 V6

H7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -74970.000 0.000 0.000 0.000 149940.000 0.000 -74970.000 0.000 U7

V7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -149940.000 0.000 149940.000 0.000 0.000 V7

H8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -53644.213 26822.046 -74970.000 0.000 128614.213 -26822.046 0

V8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 26822.046 -13410.993 0.000 0.000 -26822.046 13410.993 0

SYARAT BATAS

U1 = 0 U2 = Berpindah U3 = Berpindah U4 = Berpindah U5 = Berpindah

V1 = 0 V2 = Berpindah V3 = Berpindah V4 = Berpindah V5 = Berpindah

U6 = Berpindah U7 = Berpindah U8 = 0

V6 = Berpindah V7 = Berpindah V8 = 0

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22

TUGAS METODE ELEMENT HINGGATUGAS METODE ELEMENT HINGGA

Kelompok 2

Maka Matriks menjadi

0 160932.638 26822.046 0.000 0.000 -53644.213 -26822.046 -53644.213 26822.046 0.000 0.000 0.000 0.000 U2

-3000 26822.046 190172.980 0.000 -149940.000 -26822.046 -13410.993 26822.046 -13410.993 0.000 0.000 0.000 0.000 V2

H3 0.000 0.000 149940.000 0.000 0.000 0.000 -74970.000 0.000 0.000 0.000 0.000 0.000 U3

V3 0.000 -149940.000 0.000 149940.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 V3

0 -53644.213 -26822.046 0.000 0.000 107288.425 0.000 0.000 0.000 -53644.213 26822.046 0.000 0.000 U4

-3000 -26822.046 -13410.993 0.000 0.000 0.000 101791.987 0.000 -74970.000 26822.046 -13410.993 0.000 0.000 V4

H5 -53644.213 26822.046 -74970.000 0.000 0.000 0.000 257228.425 0.000 -53644.213 -26822.046 -74970.000 0.000 U5

V5 26822.046 -13410.993 0.000 0.000 0.000 -74970.000 0.000 101791.987 -26822.046 -13410.993 0.000 0.000 V5

0 0.000 0.000 0.000 0.000 -53644.213 26822.046 -53644.213 -26822.046 160932.638 -26822.046 0.000 0.000 U6

-3000 0.000 0.000 0.000 0.000 26822.046 -13410.993 -26822.046 -13410.993 -26822.046 190172.980 0.000 -149940.000 V6

H7 0.000 0.000 0.000 0.000 0.000 0.000 -74970.000 0.000 0.000 0.000 149940.000 0.000 U7

V7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -149940.000 0.000 149940.000 V7

Invers Matriks kekakuan struktur menjadi :

U2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0

V2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -3000

U3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0

V3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0

U4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0

V4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -3000

U5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0

V5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0

U6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0

V6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -3000

U7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22


V6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -3000

U7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0

V7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22


Kelompok 2

PERPINDAHAN TITIK

U2 = 0.094 Cm

V2 = -0.523 Cm

U3 = 0.000 Cm

V3 = -0.523 Cm

U4 = 0.000 Cm

V4 = -0.559 Cm

U5 = 0.000 Cm

V5 = -0.599 Cm

U6 = -0.094 Cm

V6 = -0.523 Cm

U7 = 0.000 Cm

V7 = -0.523 Cm

MATRIKS REAKSI TUMPUAN

SX1 = 128614.2126 26822.0464 -53644.21258 -26822.0464 -74970 0 0 0 0 0 0 0 0 0 0 0 0

SY1 = 26822.0464 13410.99325 -26822.0464 -13410.99325 0 0 0 0 0 0 0 0 0 0 0 0 0

SX2 = -53644.21258 -26822.0464 160932.6377 26822.0464 -5.06381E-27 -2.75548E-11 -53644.21258 -26822.0464 -53644.21258 26822.0464 0 0 0 0 0 0 0.094

SY2 = -26822.0464 -13410.99325 26822.0464 190172.9798 -2.75548E-11 -149940 -26822.0464 -13410.99325 26822.0464 -13410.99325 0 0 0 0 0 0 -0.523

SX3 = -74970 0 -5.06381E-27 -2.75548E-11 149940 2.75548E-11 0 0 -74970 0 0 0 0 0 0 0 0.000

SY3 = 0 0 -2.75548E-11 -149940 2.75548E-11 149940 0 0 0 0 0 0 0 0 0 0 -0.523

SX4 = 0 0 -53644.21258 -26822.0464 0 0 107288.4252 -2.91038E-11 -2.53191E-27 -1.37774E-11 -53644.21258 26822.0464 0 0 0 0 0.000

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22

Kx11 Kx12

Kx21 Kx22


SY3 = 0 0 -2.75548E-11 -149940 2.75548E-11 149940 0 0 0 0 0 0 0 0 0 0 -0.523

SX4 = 0 0 -53644.21258 -26822.0464 0 0 107288.4252 -2.91038E-11 -2.53191E-27 -1.37774E-11 -53644.21258 26822.0464 0 0 0 0 0.000

SY4 = 0 0 -26822.0464 -13410.99325 0 0 -2.91038E-11 101791.9865 -1.37774E-11 -74970 26822.0464 -13410.99325 0 0 0 0 -0.559

SX5 = 0 0 -53644.21258 26822.0464 -74970 0 -2.53191E-27 -1.37774E-11 257228.4252 -2.91038E-11 -53644.21258 -26822.0464 -74970 0 0 0 0.000

SY5 = 0 0 26822.0464 -13410.99325 0 0 -1.37774E-11 -74970 -2.91038E-11 101791.9865 -26822.0464 -13410.99325 0 0 0 0 -0.599

SX6 = 0 0 0 0 0 0 -53644.21258 26822.0464 -53644.21258 -26822.0464 160932.6377 -26822.0464 -5.06381E-27 -2.75548E-11 -53644.21258 26822.0464 -0.094

SY6 = 0 0 0 0 0 0 26822.0464 -13410.99325 -26822.0464 -13410.99325 -26822.0464 190172.9798 -2.75548E-11 -149940 26822.0464 -13410.99325 -0.523

SX7 = 0 0 0 0 0 0 0 0 -74970 0 -5.06381E-27 -2.75548E-11 149940 2.75548E-11 -74970 0 0.000

SY7 = 0 0 0 0 0 0 0 0 0 0 -2.75548E-11 -149940 2.75548E-11 149940 0 0 -0.523

SX8 = 0 0 0 0 0 0 0 0 0 0 -53644.21258 26822.0464 -74970 0 128614.2126 -26822.0464 0

SY8 = 0 0 0 0 0 0 0 0 0 0 26822.0464 -13410.99325 0 0 -26822.0464 13410.99325 0


Kelompok 2

REAKSI PADA SETIAP TITIK SIMPUL

SX1 = 9000.020 Kg ∑SX = 0.000SY1 = 4500.000 Kg ∑SY = 0.000SX2 = 0.000 Kg

SY2 = -3000.000 Kg

SX3 = 0.000 Kg

SY3 = 0.000 Kg

SX4 = 0.000 Kg

SY4 = -3000.000 Kg

SX5 = 0.000 Kg

SY5 = 0.000 Kg

SX6 = 0.000 Kg

SY6 = -3000.000 Kg

SX7 = 0.000 Kg

SY7 = 0.000 Kg

SX8 = -9000.020 Kg

SY8 = 4500.000 Kg

TUGAS METODE ELEMENT HINGGATUGAS METODE ELEMENT HINGGA

Kelompok 2

GAYA BATANGBatang a

U1 C S 0 0 U1V1 -S C 0 0 V1U2 0 0 C S U2V2 0 0 -S C V2

U1 0.894 0.447 0.000 0.000 0.000000V1 -0.447 0.894 0.000 0.000 0.000000U2 0.000 0.000 0.894 0.447 0.093890V2 0.000 0.000 -0.447 0.894 -0.523326

U1 0.00000V1 0.00000U2 -0.15006V2 -0.51007

SX1 EA 1 -1 U1 V8 0SX2 La -1 1 U2

SX1 SX2SX1 1 -1 0.00000SX2 -1 1 -0.15006

1 2SX1 0.1501SX2 -0.1501

SX1 10062.324 KgSX2 -10062.324 Kg

Batang b

U1 C S 0 0 U1V1 -S C 0 0 V1U3 0 0 C S U3

= 67055.206

=

= x

( - )

= 67055.206 → ←

a

= x

= x

=

=

TUGAS METODE ELEMEN HINGGA

U3 0 0 C S U3V3 0 0 -S C V3

U1 1.000 0.000 0.000 0.000 0.000000V1 0.000 1.000 0.000 0.000 0.000000U3 0.000 0.000 1.000 0.000 0.000000V3 0.000 0.000 0.000 1.000 -0.523326

U1 0.00000V1 0.00000U3 0.00000V3 -0.52333

SX1 EA 1 -1 U1 V8 0SX3 Lb -1 1 U3

SX1 SX3SX1 1 -1 0.00000SX3 -1 1 0.00000

1 3SX1 0.0000SX3 0.0000

SX1 0.000 KgSX3 0.000 Kg

b

= 74970.000

=

=

=

= 74970.000

= x

= x


Kelompok 2

Batang c


U2 0.000 -1.000 0.000 0.000 0.093890V2 1.000 0.000 0.000 0.000 -0.523326U3 0.000 0.000 0.000 -1.000 0.000000V3 0.000 0.000 1.000 0.000 -0.523326

U2 0.52333V2 0.09389U3 0.52333V3 0.00000

SX2 EA 1 -1 U2 V8 0SX3 Lc -1 1 U3

SX2 SX3SX2 1 -1 0.52333SX3 -1 1 0.52333

2 3SX2 0.0000SX3 0.0000

SX2 0.000 KgSX3 0.000 Kg

Batang d


U2 0.894 0.447 0.000 0.000 0.093890

= x

c

= 149940.000

=

= x

= x

=

=

= 149940.000

= x


U2 0.894 0.447 0.000 0.000 0.093890V2 -0.447 0.894 0.000 0.000 -0.523326U4 0.000 0.000 0.894 0.447 0.000000V4 0.000 0.000 -0.447 0.894 -0.559243

U2 -0.15006V2 -0.51007U4 -0.25010V4 -0.50020

SX2 EA 1 -1 U2 V8 0SX4 Ld -1 1 U4

SX2 SX4SX2 1 -1 -0.15006SX4 -1 1 -0.25010

2 4SX2 0.1000SX4 -0.1000

SX2 6708.216 KgSX4 -6708.216 Kg

←

d

= 67055.206

=

= x

=

=

( - )

= 67055.206 →


Kelompok 2

Batang e


U2 0.894 -0.447 0.000 0.000 0.093890V2 0.447 0.894 0.000 0.000 -0.523326U5 0.000 0.000 0.894 -0.447 0.000000V5 0.000 0.000 0.447 0.894 -0.599259

U2 0.31802V2 -0.42609U5 0.26800V5 -0.53599

SX2 EA 1 -1 U2 V8 0SX5 Le -1 1 U5

SX2 SX5SX2 1 -1 0.31802SX5 -1 1 0.26800

2 5SX2 0.0500SX5 -0.0500

SX2 3354.108 KgSX5 -3354.108 Kg

Batang f


U3 1.000 0.000 0.000 0.000 0.000000

= x

←

e

= 67055.206

=

= x

= x

=

=

( - )

= 67055.206 →

= x


U3 1.000 0.000 0.000 0.000 0.000000V3 0.000 1.000 0.000 0.000 -0.523326U5 0.000 0.000 1.000 0.000 0.000000V5 0.000 0.000 0.000 1.000 -0.599259

U3 0.00000V3 -0.52333U5 0.00000V5 -0.59926

SX3 EA 1 -1 U3 V8 0SX5 Lf -1 1 U5

SX3 SX5SX3 1 -1 0.00000SX5 -1 1 0.00000

3 5SX3 0.0000SX5 0.0000

SX3 0.000 KgSX5 0.000 Kg

f

= 74970.000

=

= x

=

=

= 74970.000


Kelompok 2

Batang g


U4 0.000 -1.000 0.000 0.000 0.000000V4 1.000 0.000 0.000 0.000 -0.559243U5 0.000 0.000 0.000 -1.000 0.000000V5 0.000 0.000 1.000 0.000 -0.599259

U4 0.55924V4 0.00000U5 0.59926V5 0.00000

SX4 EA 1 -1 U4 V8 0SX5 Lg -1 1 U5

SX4 SX5SX4 1 -1 0.55924SX5 -1 1 0.59926

4 5SX4 -0.0400SX5 0.0400

SX4 -3000.000 KgSX5 3000.000 Kg

Batang h


= x

→

g

= 74970.000

=

= x

= x

=

=

( + )

= 74970.000 ←

= x


U4 0.894 -0.447 0.000 0.000 0.000000V4 0.447 0.894 0.000 0.000 -0.559243U6 0.000 0.000 0.894 -0.447 -0.093890V6 0.000 0.000 0.447 0.894 -0.523326

U4 0.25010V4 -0.50020U6 0.15006V6 -0.51007

SX4 EA 1 -1 U4 V8 0SX6 Lh -1 1 U6

SX4 SX6SX4 1 -1 0.25010SX6 -1 1 0.15006

4 6SX4 0.1000SX6 -0.1000

SX4 6708.216 KgSX6 -6708.216 Kg

←

h

= 67055.206

=

= x

=

=

( - )

= 67055.206 →


Kelompok 2

Batang i


U5 0.894 0.447 0.000 0.000 0.000000V5 -0.447 0.894 0.000 0.000 -0.599259U6 0.000 0.000 0.894 0.447 -0.093890V6 0.000 0.000 -0.447 0.894 -0.523326

U5 -0.26800V5 -0.53599U6 -0.31802V6 -0.42609

SX5 EA 1 -1 U5 V8 0SX6 Li -1 1 U6

SX5 SX6SX5 1 -1 -0.26800SX6 -1 1 -0.31802

5 6SX5 0.0500SX6 -0.0500

SX5 3354.108 KgSX6 -3354.108 Kg

Batang j


= x

←

i

= 67055.206

=

= x

= x

=

=

( - )

= 67055.206 →

= x


U5 1.000 0.000 0.000 0.000 0.000000V5 0.000 1.000 0.000 0.000 -0.599259U7 0.000 0.000 1.000 0.000 0.000000V7 0.000 0.000 0.000 1.000 -0.523326

U5 0.00000V5 -0.59926U7 0.00000V7 -0.52333

SX5 EA 1 -1 U5 V8 0SX7 Lj -1 1 U7

SX5 SX7SX5 1 -1 0.00000SX7 -1 1 0.00000

5 7SX5 0.0000SX7 0.0000

SX5 0.000 KgSX7 0.000 Kg

j

= 74970.000

=

= x

=

=

= 74970.000


Kelompok 2

Batang k


U6 0.000 -1.000 0.000 0.000 -0.093890V6 1.000 0.000 0.000 0.000 -0.523326U7 0.000 0.000 0.000 -1.000 0.000000V7 0.000 0.000 1.000 0.000 -0.523326

U6 0.52333V6 -0.09389U7 0.52333V7 0.00000

SX6 EA 1 -1 U6 V8 0SX7 Lk -1 1 U7

SX6 SX7SX6 1 -1 0.52333SX7 -1 1 0.52333

6 7SX6 0.0000SX7 0.0000

SX6 0.000 KgSX7 0.000 Kg

Batang l


= x

k

= 149940.000

=

= x

= x

=

=

= 149940.000

= x


U6 0.894 -0.447 0.000 0.000 -0.093890V6 0.447 0.894 0.000 0.000 -0.523326U8 0.000 0.000 0.894 -0.447 0.000000V8 0.000 0.000 0.447 0.894 0.000000

U6 0.15006V6 -0.51007U8 0.00000V8 0.00000

SX6 EA 1 -1 U6 V8 0SX8 Ll -1 1 U8

SX6 SX8SX6 1 -1 0.15006SX8 -1 1 0.00000

6 8SX6 0.1501SX8 -0.1501

SX6 10062.324 KgSX8 -10062.324 Kg

←

l

= 67055.206

=

= x

=

=

( - )

= 67055.206 →


Kelompok 2

Batang m


U7 1.000 0.000 0.000 0.000 0.000000V7 0.000 1.000 0.000 0.000 -0.523326U8 0.000 0.000 1.000 0.000 0.000000V8 0.000 0.000 0.000 1.000 0.000000

U7 0.00000V7 -0.52333U8 0.00000V8 0.00000

SX7 EA 1 -1 U7 V8 0SX8 Lm -1 1 U8

SX7 SX8SX7 1 -1 0.00000SX8 -1 1 0.00000

7 8SX7 0.0000SX8 0.0000

SX7 0.000 KgSX8 0.000 Kg

Tabel : Rekapitulasi Gaya pada Masing-masing Batang

Batang a -10062.3239 Tekan

Batang b 0.0000 -

m

= 74970.000

=

NAMA BATANG GAYA BATANG KETERANGAN

= x

=

=

= 74970.000

= x


Batang m 0.0000 -

Batang k 0.0000 -

Batang l -10062.3239 Tekan

Batang i -3354.1080 Tekan

Batang j 0.0000 -

Batang g 3000.0000 Tarik

Batang h -6708.2159 Tekan

Batang e -3354.1080 Tekan

Batang f 0.0000 -

Batang c 0.0000 -

Batang d -6708.2159 Tekan

Batang a -10062.3239 Tekan

Batang b 0.0000 -


Kelompok 2

Joint OutputCase CaseType U VText Text Text cm cm

1 DEAD LinStatic 0.000 0.0002 DEAD LinStatic 0.093 -0.5243 DEAD LinStatic 0.001 -0.5234 DEAD LinStatic 0.000 -0.5615 DEAD LinStatic 0.000 -0.6006 DEAD LinStatic -0.093 -0.5247 DEAD LinStatic -0.001 -0.5238 DEAD LinStatic 0.000 0.000

Frame Station OutputCase CaseType P V MText cm Text Text Kgf Kgf Kgf-cm

A 0 DEAD LinStatic -9818.720 -46.850 -13093.610A 279.508 DEAD LinStatic -9818.720 -46.850 0.000A 559.017 DEAD LinStatic -9818.720 -46.850 13093.610B 0 DEAD LinStatic 45.860 67.040 16758.750B 250 DEAD LinStatic 45.860 67.040 0.000B 500 DEAD LinStatic 45.860 67.040 -16758.750C 0 DEAD LinStatic -57.210 91.730 11466.240C 125 DEAD LinStatic -57.210 91.730 0.000C 250 DEAD LinStatic -57.210 91.730 -11466.240D 0 DEAD LinStatic -6500.360 0.730 203.330D 279.508 DEAD LinStatic -6500.360 0.730 0.000D 559.017 DEAD LinStatic -6500.360 0.730 -203.330E 0 DEAD LinStatic -3186.970 -10.090 -2820.550E 279.508 DEAD LinStatic -3186.970 -10.090 0.000E 559.017 DEAD LinStatic -3186.970 -10.090 2820.550F 0 DEAD LinStatic -45.860 9.830 2457.270F 250 DEAD LinStatic -45.860 9.830 0.000F 500 DEAD LinStatic -45.860 9.830 -2457.270G 0 DEAD LinStatic 2812.800 0.000 0.000G 250 DEAD LinStatic 2812.800 0.000 0.000G 500 DEAD LinStatic 2812.800 0.000 0.000H 0 DEAD LinStatic -6500.360 -0.730 -203.330H 279.508 DEAD LinStatic -6500.360 -0.730 0.000H 559.017 DEAD LinStatic -6500.360 -0.730 203.330I 0 DEAD LinStatic -3186.970 10.090 2820.550I 279.508 DEAD LinStatic -3186.970 10.090 0.000I 559.017 DEAD LinStatic -3186.970 10.090 -2820.550J 0 DEAD LinStatic -45.860 -9.830 -2457.270J 250 DEAD LinStatic -45.860 -9.830 0.000J 500 DEAD LinStatic -45.860 -9.830 2457.270K 0 DEAD LinStatic -57.210 -91.730 -11466.240K 125 DEAD LinStatic -57.210 -91.730 0.000K 250 DEAD LinStatic -57.210 -91.730 11466.240L 0 DEAD LinStatic -9818.720 46.850 13093.610L 279.508 DEAD LinStatic -9818.720 46.850 0.000L 559.017 DEAD LinStatic -9818.720 46.850 -13093.610M 0 DEAD LinStatic 45.860 -67.040 -16758.750M 250 DEAD LinStatic 45.860 -67.040 0.000M 500 DEAD LinStatic 45.860 -67.040 16758.750

TABLE: Element Forces - Frames

TABLE: Joint Displacements

Perhitungan Versi SAP2000 TUGAS METODE ELEMEN HINGGA

analisa truss dengan mengunakan metode elemen hingga

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