Laporan Perhitungan Struktur Ruko

DATA STRUKTUR Berikut data Struktur Disajikan dalam bentuk gambar

Gambar Struktur 3D

Gambar Pembalokan Lantai 1

Gambar Pembalokan Atap

Gambar Portal Y-4

Gambar Portal X-A

PERHITUNGAN PEMBEBANAN A. PERATURAN PEMBEBANAN Peraturan Pembebanan yang dipakai adalah Peraturan Pembebanan Indonesia 1983 Berikut Data Beban yang Digunakan dalam Perhitungan Struktur Beton Beton Bertulang Pasangan Bata Merah Pasangan Batu Cetak Penggantung Langit Langit Penutup atap Genring Beban ME Penutup atap Seng Gelombang Penutup Lantai Dari Ubin Beban Mati Akibat Tendon Air Beban Hidup Lantai Rumah Tinggal Beban Hidup Lantai Toserba Beban Hidup Tangga

= = = = = = = = = = = = =

2200 2400 1700 2200 7 50 13 10 24 500 200 250 300

Kg/m3 Kg/m3 Kg/m3 Kg/m3 Kg/m2 Kg/m2 Kg/m2 Kg/m2 Kg/m2 Kg/m2 Kg/m2 Kg/m2 Kg/m2

B. DATA DIMENSI BANGUNAN Luas Pelat Lantai 1 Luas Pelat Lantai Atap Luas Pelat Dak Beton Panjang Total Balok Anak Ba20x30 Panjang Total Balok Anak Ba25x30 Panjang Total Balok Anak Ba20x25 Panjang Total Balok Induk BI30x40 (Lantai 1) Panjang Total Balok Anak Ba25x30 (Lantai Atap) Panjang Total Balok Induk BI30x40 (Lantai Atap) Panjang Total Kolom (Lantai Dasar - Lantai 1) Panjang Total Kolom (Lantai 1 - Atap) Panjang Total Ring Balk 1 RB30x40 Panjang Total Ring Balk 2 RB20x25 Panjang Dinding Total Lantai Dasar Panjang Total Dinding Lantai 1 Panjang Total Dinding Lantai Atap

= 124 m2 = 12.3 m2 = 13 m2 = 13 m = 41.5 m = 1.5 m = 76 m = 3.5 m = 14 m = 87.5 m = 60.2 m = 73 m = 40 m = 77 m = 77 m = 23 m

Panjang Total Tangga (Tangga 1 & 2)

=

16 m

C. DATA BEBAN BEBAN LANTAI 1 Pelat Lantai Beban M/E Beban Penggantung (Plafond) Keramik Beban Balok Anak Ba20x30 Beban Balok Anak Ba25x30 Beban Balok Anak Ba20x25 Beban Balok Induk BI30x40 Beban Kolom K40x40 Beban Dinding Beban Tangga Beban hidup Pada Lantai Beban Hidup Pada Tangga Total Beban Lantai 1

= 39096 = 1774.5 = 955.5 = 3276 = 2400.78 = 7470 = 180 = 21888 = 33600 = 101640 = 5760 = 30875 = 720 W1= 249635.78

Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg

BEBAN ATAP Pelat Lantai Beban M/E Beban Penggantung (Plafond) Beban Balok Anak Ba25x30 Beban Balok Induk BI30x40 Beban Ring Balk 1 RB25x30 Beban Ring Balk 2 RB20x30 Beban Kolom K40x40 Beban Dinding Beban Titik Akibat Kuda Kuda dan Atap Total Beban Atap

= = = = = = = = = = W2=

3528 1774.5 955.5 630 4032 21024 4800 15411.2 50820 6000 105447

Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg

W1= W2= Wt=

249636 105447 355083

Kg Kg Kg

D. PERHITUNGAN GAYA GESER AKIBAT GEMPA BERAT BANGUNAN TOTAL Berat Lantai 1 Berat Lantai 2 Berat Total

WAKTU GETAR BANGUNAN Kota Kupang termasuk wilayah gempa 4 Ϛ · n = 0,17 x 30.51 = dtk kontrol waktu getar ; T1 = 0,06 = · H^ 0.29 dtk < Ϛ · n KOEFISIEN KOEFISIEN - Koefsn Gempa Dasar : - Faktor Keutamaan : - Faktor Reduksi gempa :

Ϛ = 0,17

C I R

GAYA GESER HORIZONTAL V = Vx = Vy (C x I x Wt) / R

= = =

0.07 1.0 4.00

=

6213.9522

Kg

DISTRIBUSI GAYA GESER HORIZONTAL Wi x hi Fi = xV ∑ Wi x hi

Tingkat 2 1

Wi

hi

Wi x hi

Fi =

Wi x hi ∑ Wi x hi

xV

( Kg )

(m)

(Kg/m)

105447.20

3.50

369065.20

1316.46

329.11

329.11

249635.78

5.50

1372996.79

4897.49

1224.37

1224.37

∑

1742061.99 ∑

( Kn )

untuk tiap portal 1/4 Fix 1/5 Fiy ( Kn ) ( Kn )

6213.95

E. PERHITUNGAN BEBAN PADA PORTAL BEBAN PADA BALOK INDUK BI30x40 Beban Mati Beban Sendiri Beban Dinding Total Beban Mati Balok Induk (qBIDL)

= = =

288 792 1080

Kg/m Kg/m Kg/m

BEBAN PADA BALOK ANAK BA25x30 Beban Mati Beban Sendiri Beban Dinding Total Beban Mati Balok Induk (qBADL)

= = =

180 150 330

Kg/m Kg/m Kg/m

BEBAN PADA BALOK ANAK BA20x30 Beban Mati Beban Sendiri Beban Dinding Total Beban Mati Balok Induk (qBADL)

= = =

144 1320 1464

Kg/m Kg/m Kg/m

BEBAN PADA BALOK ANAK BA20x25 Beban Mati Beban Sendiri Beban Dinding Total Beban Mati Balok Induk (qBADL)

= = =

120 1320 1440

Kg/m Kg/m Kg/m

BEBAN RINGBALK 1 RB30x40 Beban Mati Beban Sendiri Beban Dinding Total Beban Mati Balok Induk (qRB1DL)

= = =

288 720 288

Kg/m Kg/m Kg/m

BEBAN RINGBALK 2 RB20x25 Beban Mati Beban Sendiri Total Beban Mati Balok Induk (qRB2DL)

= =

120 120

Kg/m Kg/m

BEBAN KOLOM K40x40 Beban Mati Beban Sendiri (qKDL)

=

384

Kg/m

BEBAN TITIK AKIBAT KUDA KUDA Total Beban (Fk)

=

500

Kg

BEBAN PELAT Beban Mati Beban Sendiri Beban Spesi 2 cm Beban Penggantung (Plafond) Keramik Total Beban Mati Pelat Atap (qPLDL)

= = = = =

288 42 18 24 372

Kg/m2 Kg/m2 Kg/m2 Kg/m2 Kg/m2

Beban Hidup Beban hidup Pada Lantai Total Beban Mati Pelat Atap (qPLLL)

= =

250 250

Kg/m2 Kg/m2

BEBAN ATAP Beban Mati Beban Penggantung (Plafond) Beban M/E Total Beban Mati Pelat Atap (qPLDL)

= = =

18 25 43

Kg/m2 Kg/m2 Kg/m2

BEBAN PELAT ATAP Beban Mati Beban Sendiri Beban Mati Akibat Tendon Air Total Beban Mati Pelat Atap (qPLDL)

= = =

288

Kg/m2

288

Kg/m2

Beban Hidup Beban hidup Pada Lantai Total Beban Mati Pelat Atap (qPLLL)

= =

250 250

Kg/m2 Kg/m2

F. KOMBINASI PEMBEBANAN Kombinasi Beban yang dimaksud adalah : 1. U = 1.4DL 2. U = 1.2DL + 1.6LL 3. U = 1.2DL + 1.0LL + 1.0 (± 1.0 Ex ± 0.3 Ey) 4. U = 1.2DL + 1.0LL + 1.0 (± 0.3 Ex ± 1.0 Ey)

G. GAMBAR PORTAL DAN PEMBEBANAN

Pembebanan Pada Portal 3D

PERHITUNGAN BALOK INDUK 30/40

A. DATA BALOK LANTAI BAHAN STRUKTUR Kuat tekan beton, Tegangan leleh baja (deform) untuk tulangan lentur, Tegangan leleh baja (polos) untuk tulangan geser, DIMENSI BALOK Lebar balok Tinggi balok Diameter tulangan (deform) yang digunakan, Diameter sengkang (polos) yang digunakan, Tebal bersih selimut beton, MOMEN DAN GAYA GESER RENCANA Momen rencana positif akibat beban terfaktor, Momen rencana negatif akibat beban terfaktor, Gaya geser rencana akibat beban terfaktor,

fc' = fy = fy = b= h= D= P= ts = Mu+ = -

Mu = Vu =

20

MPa

400

MPa

240

MPa

300 400 18 10

mm mm

40

b1 = Untuk : fc' > 30 MPa, b1 = 0.85 - 0.05 * ( fc' - 30) / 7 = Faktor bentuk distribusi tegangan beton,  b1 =

mm mm

112.524

kNm

112.524

kNm

130.294

kN

B. PERHITUNGAN TULANGAN Untuk : fc' ≤ 30 MPa,

mm

0.85 0.85

Rasio tulangan pada kondisi balance ,

rb = b1* 0.85 * fc’/ fy * 600 / ( 600 + fy ) =

0.0217

Faktor tahanan momen maksimum,

Rmax = 0.75 * rb * fy * [1 – ½*0.75* rb * fy / ( 0.85 * fc’ ) ] = Faktor reduksi kekuatan lentur, f = ds = ts +  + D/2 = Jarak tulangan terhadap sisi luar beton, Jumlah tulangan dlm satu baris, ns = ( b - 2 * ds) / ( 25 + D ) = Digunakan jumlah tulangan dalam satu baris, ns =

5.2589 0.80 59.00

mm

4.23 4

bh

36.67

mm

43.00

mm

Jarak horisontal pusat ke pusat antara tulangan,

x = ( b - ns * D - 2 * ds ) / ( ns - 1 ) = y = D + 25 = Jarak vertikal pusat ke pusat antara tulangan, 1. TULANGAN MOMEN POSITIF +

Mn = Mu / f = 140.656 d' = Diperkirakan jarak pusat tulangan lentur ke sisi beton, 76 d = h - d' = Tinggi efektif balok, 324.00 6 2 Rn = Mn * 10 / ( b * d ) = Faktor tahanan momen, 4.4663 (OK) <  Rn Rmax Momen positif nominal rencana,

kNm mm mm

Rasio tulangan yang diperlukan :

r = 0.85 * fc’ / fy * [ 1 -  * [1 – 2 * Rn / ( 0.85 * fc’ ) ] =

0.01322

rmin =  fc' / ( 4 * fy ) = rmin = 1.4 / fy = r= 

0.00280

Rasio tulangan minimum, Rasio tulangan minimum, Rasio tulangan yang digunakan,

As = r * b * d =

Luas tulangan yang diperlukan, Digunakan tulangan, Luas tulangan terpakai, Jumlah baris tulangan, <

3



Baris

Jumlah

Jarak

Juml. Jarak

ke

ni

yi

ni * yi

1 2 3

4 2 0 6

59.00 102.00 0.00 S [ ni * yi ] =

236.00 204.00 0.00 440

n=

Letak titik berat tulangan, 73.33 Tinggi efektif balok,

<

0.01322 1285

5.051 n = As / ( p / 4 * D 2 ) = 6 D 18 2 1527 As = n * p / 4 * D = 1.50 n b = n / ns =

Jumlah tulangan yang diperlukan,

nb

0.00350

 76

mm2

mm2

(OK)

d' = S [ ni * yi ] / n =



73.33

mm

perkiraan d' (OK)

d = h - d' = a = As * fy / ( 0.85 * fc' * b ) =

326.67

mm

119.750

mm

-6

Momen nominal,

Mn = As * fy * ( d - a / 2 ) * 10 =

162.936

kNm

f * Mn =

130.349

kNm

Tahanan momen balok,

≥ >

f * Mn

Syarat :

130.349

+

Mu

112.524



AMAN (OK)

2. TULANGAN MOMEN NEGATIF Mn = Mu- / f = 140.656 Diperkirakan jarak pusat tulangan lentur ke sisi beton, 75 d' = Tinggi efektif balok, 325.00 d = h - d' = 6 2 Faktor tahanan momen, 4.4388 Rn = Mn * 10 / ( b * d ) = Rn Rmax <  (OK) Momen negatif nominal rencana,

kNm mm mm

Rasio tulangan yang diperlukan :

r = 0.85 * fc’ / fy * [ 1 -  * [1 – 2 * Rn / ( 0.85 * fc’ ) ] =

0.01312

rmin =  fc' / ( 4 * fy ) = r min = 1.4 / fy = r= 

0.00280

Rasio tulangan minimum, Rasio tulangan minimum, Rasio tulangan yang digunakan,

mm2

n = As / ( p / 4 * D ) = 5.028 6 D 18 2 As = n * p / 4 * D = 1527 1.50 n b = n / ns =

mm2

2

Jumlah tulangan yang diperlukan, Digunakan tulangan, Luas tulangan terpakai, Jumlah baris tulangan, <

3



Baris

Jumlah

Jarak

Juml. Jarak

ke

ni

yi

ni * yi

1 2 3

4 2 0 6

59.00 102.00 0.00 S [ ni * yi ] =

236.00 204.00 0.00 440

n=

Letak titik berat tulangan,

<

73.33



(OK)

d' = S [ ni * yi ] / n =



75

mm

119.750

mm

Mn = As * fy * ( d - a / 2 ) * 10 =

162.936

kNm

f * Mn =

130.349

kNm

Tahanan momen balok, Syarat :

f * Mn 130.349

mm

326.7

-6

Momen nominal,

73.33

perkiraan d' (OK)

d = h - d' = a = As * fy / ( 0.85 * fc' * b ) =

Tinggi efektif balok,

0.01312 1280

As = r * b * d =

Luas tulangan yang diperlukan,

nb

0.00350

≥ >

-

Mu

112.524



AMAN (OK)

3. TULANGAN GESER Vu = f= fy =

Gaya geser ultimit rencana, Faktor reduksi kekuatan geser, Tegangan leleh tulangan geser, Kuat geser beton, Tahanan geser beton,

-3

Vc = (√ fc') / 6 * b * d * 10 = f * Vc =

 Tahanan geser sengkang, Kuat geser sengkang, Digunakan sengkang berpenampang : Luas tulangan geser sengkang,

kN

0.60 240

MPa

72.449

kN

43.469

kN

Perlu tulangan geser

f * Vs = Vu - f * V c = 86.825 144.708 Vs = 2 P 10 2 157.08 A v = ns * p / 4 * P =

s = Av * fy * d / ( Vs * 103 ) = smax = d / 2 = Jarak sengkang maksimum, Jarak sengkang maksimum, smax = s= Jarak sengkang yang harus digunakan, s= Diambil jarak sengkang :  Digunakan sengkang, 2 P 10 Jarak sengkang yang diperlukan :

130.294

kN kN mm2

84.41

mm

163.33

mm

250.00

mm

100.00

mm

100

mm

100

PERHITUNGAN BALOK INDUK 25/30

A. DATA BALOK LANTAI BAHAN STRUKTUR Kuat tekan beton, Tegangan leleh baja (deform) untuk tulangan lentur, Tegangan leleh baja (polos) untuk tulangan geser, DIMENSI BALOK Lebar balok Tinggi balok Diameter tulangan (deform) yang digunakan, Diameter sengkang (polos) yang digunakan, Tebal bersih selimut beton, MOMEN DAN GAYA GESER RENCANA Momen rencana positif akibat beban terfaktor, Momen rencana negatif akibat beban terfaktor, Gaya geser rencana akibat beban terfaktor,

fc' = fy = fy = b= h= D= P= ts = Mu+ = -

Mu = Vu =

20

MPa

400

MPa

240

MPa

250 300 16 10

mm mm

40

b1 = Untuk : fc' > 30 MPa, b1 = 0.85 - 0.05 * ( fc' - 30) / 7 = Faktor bentuk distribusi tegangan beton,  b1 =

mm mm

36.857

kNm

36.857

kNm

59.320

kN

B. PERHITUNGAN TULANGAN Untuk : fc' ≤ 30 MPa,

mm

0.85 0.85

Rasio tulangan pada kondisi balance ,

rb = b1* 0.85 * fc’/ fy * 600 / ( 600 + fy ) =

0.0217

Faktor tahanan momen maksimum,

Rmax = 0.75 * rb * fy * [1 – ½*0.75* rb * fy / ( 0.85 * fc’ ) ] = Faktor reduksi kekuatan lentur, f = ds = ts +  + D/2 = Jarak tulangan terhadap sisi luar beton, Jumlah tulangan dlm satu baris, ns = ( b - 2 * ds) / ( 25 + D ) = Digunakan jumlah tulangan dalam satu baris, ns =

5.2589 0.80 58.00

mm

3.27 3

bh

43.00

mm

41.00

mm

Jarak horisontal pusat ke pusat antara tulangan,

x = ( b - ns * D - 2 * ds ) / ( ns - 1 ) = y = D + 25 = Jarak vertikal pusat ke pusat antara tulangan, 1. TULANGAN MOMEN POSITIF +

Mn = Mu / f = 46.072 d' = Diperkirakan jarak pusat tulangan lentur ke sisi beton, 75 d = h - d' = Tinggi efektif balok, 225.00 6 2 Rn = Mn * 10 / ( b * d ) = Faktor tahanan momen, 3.6402 (OK) <  Rn Rmax Momen positif nominal rencana,

kNm mm mm

Rasio tulangan yang diperlukan :

r = 0.85 * fc’ / fy * [ 1 -  * [1 – 2 * Rn / ( 0.85 * fc’ ) ] =

0.01036

rmin =  fc' / ( 4 * fy ) = rmin = 1.4 / fy = r= 

0.00280

Rasio tulangan minimum, Rasio tulangan minimum, Rasio tulangan yang digunakan,

As = r * b * d =

Luas tulangan yang diperlukan, Digunakan tulangan, Luas tulangan terpakai, Jumlah baris tulangan, <

3



Baris

Jumlah

Jarak

Juml. Jarak

ke

ni

yi

ni * yi

1 2 3

3 2 0 5

58.00 99.00 0.00 S [ ni * yi ] =

174.00 198.00 0.00 372

n=

Letak titik berat tulangan, 74.40 Tinggi efektif balok,

<

0.01036 583

2.900 n = As / ( p / 4 * D 2 ) = 5 D 16 2 1005 As = n * p / 4 * D = 1.67 n b = n / ns =

Jumlah tulangan yang diperlukan,

nb

0.00350

 75

mm2

mm2

(OK)

d' = S [ ni * yi ] / n =



74.40

mm

perkiraan d' (OK)

d = h - d' = a = As * fy / ( 0.85 * fc' * b ) =

225.60

mm

94.617

mm

-6

Momen nominal,

Mn = As * fy * ( d - a / 2 ) * 10 =

71.695

kNm

f * Mn =

57.356

kNm

Tahanan momen balok,

≥ >

f * Mn

Syarat :

57.356

+

Mu

36.857



AMAN (OK)

2. TULANGAN MOMEN NEGATIF Mn = Mu- / f = 46.072 Diperkirakan jarak pusat tulangan lentur ke sisi beton, 75 d' = Tinggi efektif balok, 225.00 d = h - d' = 6 2 Faktor tahanan momen, 3.6402 Rn = Mn * 10 / ( b * d ) = Rn Rmax <  (OK) Momen negatif nominal rencana,

kNm mm mm

Rasio tulangan yang diperlukan :

r = 0.85 * fc’ / fy * [ 1 -  * [1 – 2 * Rn / ( 0.85 * fc’ ) ] =

0.01036

rmin =  fc' / ( 4 * fy ) = r min = 1.4 / fy = r= 

0.00280

Rasio tulangan minimum, Rasio tulangan minimum, Rasio tulangan yang digunakan,

As = r * b * d =

Luas tulangan yang diperlukan,

Luas tulangan terpakai, Jumlah baris tulangan, 3



Baris

Jumlah

Jarak

Juml. Jarak

ke

ni

yi

ni * yi

1 2 3

3 2 0 5

58.00 99.00 0.00 S [ ni * yi ] =

174.00 198.00 0.00 372

n=

Letak titik berat tulangan,

<

74.40



d' = S [ ni * yi ] / n =



75

f * Mn 57.356

74.40

mm

225.6

mm

94.617

mm

Mn = As * fy * ( d - a / 2 ) * 10 =

71.695

kNm

f * Mn =

57.356

kNm

Tahanan momen balok, Syarat :

mm2

perkiraan d' (OK)

-6

Momen nominal,

mm2

(OK)

d = h - d' = a = As * fy / ( 0.85 * fc' * b ) =

Tinggi efektif balok,

583

2

Digunakan tulangan,

<

0.01036

n = As / ( p / 4 * D ) = 2.900 5 D 16 2 As = n * p / 4 * D = 1005 1.67 n b = n / ns =

Jumlah tulangan yang diperlukan,

nb

0.00350

≥ >

-

Mu

36.857



AMAN (OK)

3. TULANGAN GESER Vu = f= fy =

Gaya geser ultimit rencana, Faktor reduksi kekuatan geser, Tegangan leleh tulangan geser, Kuat geser beton, Tahanan geser beton,

-3

Vc = (√ fc') / 6 * b * d * 10 = f * Vc =

 Tahanan geser sengkang, Kuat geser sengkang, Digunakan sengkang berpenampang : Luas tulangan geser sengkang,

kN

0.60 240

MPa

41.926

kN

25.156

kN

Perlu tulangan geser

f * Vs = Vu - f * V c = 34.164 56.940 Vs = 2 P 10 2 157.08 A v = ns * p / 4 * P =

s = Av * fy * d / ( Vs * 103 ) = smax = d / 2 = Jarak sengkang maksimum, Jarak sengkang maksimum, smax = s= Jarak sengkang yang harus digunakan, s= Diambil jarak sengkang :  Digunakan sengkang, 2 P 10 Jarak sengkang yang diperlukan :

59.320

kN kN mm2

148.97

mm

112.80

mm

250.00

mm

100.00

mm

100

mm

100

PERHITUNGAN BALOK INDUK 20/30

A. DATA BALOK LANTAI BAHAN STRUKTUR Kuat tekan beton, Tegangan leleh baja (deform) untuk tulangan lentur, Tegangan leleh baja (polos) untuk tulangan geser, DIMENSI BALOK Lebar balok Tinggi balok Diameter tulangan (deform) yang digunakan, Diameter sengkang (polos) yang digunakan, Tebal bersih selimut beton, MOMEN DAN GAYA GESER RENCANA Momen rencana positif akibat beban terfaktor, Momen rencana negatif akibat beban terfaktor, Gaya geser rencana akibat beban terfaktor,

fc' = fy = fy = b= h= D= P= ts = Mu+ = -

Mu = Vu =

20

MPa

400

MPa

240

MPa

200 300 16 10

mm mm

40

b1 = Untuk : fc' > 30 MPa, b1 = 0.85 - 0.05 * ( fc' - 30) / 7 = Faktor bentuk distribusi tegangan beton,  b1 =

mm mm

21.723

kNm

21.723

kNm

36.635

kN

B. PERHITUNGAN TULANGAN Untuk : fc' ≤ 30 MPa,

mm

0.85 0.85

Rasio tulangan pada kondisi balance ,

rb = b1* 0.85 * fc’/ fy * 600 / ( 600 + fy ) =

0.0217

Faktor tahanan momen maksimum,

Rmax = 0.75 * rb * fy * [1 – ½*0.75* rb * fy / ( 0.85 * fc’ ) ] = Faktor reduksi kekuatan lentur, f = ds = ts +  + D/2 = Jarak tulangan terhadap sisi luar beton, Jumlah tulangan dlm satu baris, ns = ( b - 2 * ds) / ( 25 + D ) = Digunakan jumlah tulangan dalam satu baris, ns =

5.2589 0.80 58.00

mm

2.05 2

bh

52.00

mm

41.00

mm

Jarak horisontal pusat ke pusat antara tulangan,

x = ( b - ns * D - 2 * ds ) / ( ns - 1 ) = y = D + 25 = Jarak vertikal pusat ke pusat antara tulangan, 1. TULANGAN MOMEN POSITIF +

Mn = Mu / f = 27.154 d' = Diperkirakan jarak pusat tulangan lentur ke sisi beton, 75 d = h - d' = Tinggi efektif balok, 225.00 6 2 Rn = Mn * 10 / ( b * d ) = Faktor tahanan momen, 2.6819 (OK) <  Rn Rmax Momen positif nominal rencana,

kNm mm mm

Rasio tulangan yang diperlukan :

r = 0.85 * fc’ / fy * [ 1 -  * [1 – 2 * Rn / ( 0.85 * fc’ ) ] =

0.00734

rmin =  fc' / ( 4 * fy ) = rmin = 1.4 / fy = r= 

0.00280

Rasio tulangan minimum, Rasio tulangan minimum, Rasio tulangan yang digunakan,

As = r * b * d =

Luas tulangan yang diperlukan, Digunakan tulangan, Luas tulangan terpakai, Jumlah baris tulangan, <

3



Baris

Jumlah

Jarak

Juml. Jarak

ke

ni

yi

ni * yi

1 2 3

2 2 0 4

58.00 99.00 0.00 S [ ni * yi ] =

116.00 198.00 0.00 314

n=

Letak titik berat tulangan, 78.50 Tinggi efektif balok,

>

0.00734 330

1.642 n = As / ( p / 4 * D 2 ) = 4 D 16 2 804 As = n * p / 4 * D = 2.00 n b = n / ns =

Jumlah tulangan yang diperlukan,

nb

0.00350

 75

mm2

mm2

(OK)

d' = S [ ni * yi ] / n =



78.50

mm

perkirakan lagi d' (NG)

d = h - d' = a = As * fy / ( 0.85 * fc' * b ) =

221.50

mm

94.617

mm

-6

Momen nominal,

Mn = As * fy * ( d - a / 2 ) * 10 =

56.037

kNm

f * Mn =

44.830

kNm

Tahanan momen balok,

≥ >

f * Mn

Syarat :

44.830

+

Mu

21.723



AMAN (OK)

2. TULANGAN MOMEN NEGATIF Mn = Mu- / f = 27.154 Diperkirakan jarak pusat tulangan lentur ke sisi beton, 75 d' = Tinggi efektif balok, 225.00 d = h - d' = 6 2 Faktor tahanan momen, 2.6819 Rn = Mn * 10 / ( b * d ) = Rn Rmax <  (OK) Momen negatif nominal rencana,

kNm mm mm

Rasio tulangan yang diperlukan :

r = 0.85 * fc’ / fy * [ 1 -  * [1 – 2 * Rn / ( 0.85 * fc’ ) ] =

0.00734

rmin =  fc' / ( 4 * fy ) = r min = 1.4 / fy = r= 

0.00280

Rasio tulangan minimum, Rasio tulangan minimum, Rasio tulangan yang digunakan,

As = r * b * d =

Luas tulangan yang diperlukan,

Luas tulangan terpakai, Jumlah baris tulangan, 3



Baris

Jumlah

Jarak

Juml. Jarak

ke

ni

yi

ni * yi

1 2 3

2 2 0 4

58.00 99.00 0.00 S [ ni * yi ] =

116.00 198.00 0.00 314

n=

Letak titik berat tulangan,

>

78.50



d' = S [ ni * yi ] / n =



75

f * Mn 44.830

78.50

mm

221.5

mm

94.617

mm

Mn = As * fy * ( d - a / 2 ) * 10 =

56.037

kNm

f * Mn =

44.830

kNm

Tahanan momen balok, Syarat :

mm2

perkirakan lagi d' (NG)

-6

Momen nominal,

mm2

(OK)

d = h - d' = a = As * fy / ( 0.85 * fc' * b ) =

Tinggi efektif balok,

330

2

Digunakan tulangan,

<

0.00734

n = As / ( p / 4 * D ) = 1.642 4 D 16 2 As = n * p / 4 * D = 804 2.00 n b = n / ns =

Jumlah tulangan yang diperlukan,

nb

0.00350

≥ >

-

Mu

21.723



AMAN (OK)

3. TULANGAN GESER Vu = f= fy =

Gaya geser ultimit rencana, Faktor reduksi kekuatan geser, Tegangan leleh tulangan geser, Kuat geser beton, Tahanan geser beton,

-3

Vc = (√ fc') / 6 * b * d * 10 = f * Vc =

 Tahanan geser sengkang, Kuat geser sengkang, Digunakan sengkang berpenampang : Luas tulangan geser sengkang,

kN

0.60 240

MPa

33.541

kN

20.125

kN

Perlu tulangan geser

f * Vs = Vu - f * V c = 16.510 27.517 Vs = 2 P 10 2 157.08 A v = ns * p / 4 * P =

s = Av * fy * d / ( Vs * 103 ) = smax = d / 2 = Jarak sengkang maksimum, Jarak sengkang maksimum, smax = s= Jarak sengkang yang harus digunakan, s= Diambil jarak sengkang :  Digunakan sengkang, 2 P 10 Jarak sengkang yang diperlukan :

36.635

kN kN mm2

308.25

mm

110.75

mm

250.00

mm

100.00

mm

100

mm

100

PERHITUNGAN BALOK INDUK 20/25

A. DATA BALOK LANTAI BAHAN STRUKTUR Kuat tekan beton, Tegangan leleh baja (deform) untuk tulangan lentur, Tegangan leleh baja (polos) untuk tulangan geser, DIMENSI BALOK Lebar balok Tinggi balok Diameter tulangan (deform) yang digunakan, Diameter sengkang (polos) yang digunakan, Tebal bersih selimut beton, MOMEN DAN GAYA GESER RENCANA Momen rencana positif akibat beban terfaktor, Momen rencana negatif akibat beban terfaktor, Gaya geser rencana akibat beban terfaktor,

fc' = fy = fy = b= h= D= P= ts = Mu+ = -

Mu = Vu =

20

MPa

400

MPa

240

MPa

200 250 16 10

mm mm

40

b1 = Untuk : fc' > 30 MPa, b1 = 0.85 - 0.05 * ( fc' - 30) / 7 = Faktor bentuk distribusi tegangan beton,  b1 =

mm mm

7.361

kNm

7.361

kNm

20.631

kN

B. PERHITUNGAN TULANGAN Untuk : fc' ≤ 30 MPa,

mm

0.85 0.85

Rasio tulangan pada kondisi balance ,

rb = b1* 0.85 * fc’/ fy * 600 / ( 600 + fy ) =

0.0217

Faktor tahanan momen maksimum,

Rmax = 0.75 * rb * fy * [1 – ½*0.75* rb * fy / ( 0.85 * fc’ ) ] = Faktor reduksi kekuatan lentur, f = ds = ts +  + D/2 = Jarak tulangan terhadap sisi luar beton, Jumlah tulangan dlm satu baris, ns = ( b - 2 * ds) / ( 25 + D ) = Digunakan jumlah tulangan dalam satu baris, ns =

5.2589 0.80 58.00

mm

2.05 2

bh

52.00

mm

41.00

mm

Jarak horisontal pusat ke pusat antara tulangan,

x = ( b - ns * D - 2 * ds ) / ( ns - 1 ) = y = D + 25 = Jarak vertikal pusat ke pusat antara tulangan, 1. TULANGAN MOMEN POSITIF +

Mn = Mu / f = 9.202 d' = Diperkirakan jarak pusat tulangan lentur ke sisi beton, 75 d = h - d' = Tinggi efektif balok, 175.00 6 2 Rn = Mn * 10 / ( b * d ) = Faktor tahanan momen, 1.5023 (OK) <  Rn Rmax Momen positif nominal rencana,

kNm mm mm

Rasio tulangan yang diperlukan :

r = 0.85 * fc’ / fy * [ 1 -  * [1 – 2 * Rn / ( 0.85 * fc’ ) ] =

0.00394

rmin =  fc' / ( 4 * fy ) = rmin = 1.4 / fy = r= 

0.00280

Rasio tulangan minimum, Rasio tulangan minimum, Rasio tulangan yang digunakan,

As = r * b * d =

Luas tulangan yang diperlukan, Digunakan tulangan, Luas tulangan terpakai, Jumlah baris tulangan, <

3



Baris

Jumlah

Jarak

Juml. Jarak

ke

ni

yi

ni * yi

1 2 3

2 2 0 4

58.00 99.00 0.00 S [ ni * yi ] =

116.00 198.00 0.00 314

n=

Letak titik berat tulangan, 78.50 Tinggi efektif balok,

>

0.00394 138

0.686 n = As / ( p / 4 * D 2 ) = 4 D 16 2 804 As = n * p / 4 * D = 2.00 n b = n / ns =

Jumlah tulangan yang diperlukan,

nb

0.00350

 75

mm2

mm2

(OK)

d' = S [ ni * yi ] / n =



78.50

mm

perkirakan lagi d' (NG)

d = h - d' = a = As * fy / ( 0.85 * fc' * b ) =

171.50

mm

94.617

mm

-6

Momen nominal,

Mn = As * fy * ( d - a / 2 ) * 10 =

39.952

kNm

f * Mn =

31.962

kNm

Tahanan momen balok,

≥ >

f * Mn

Syarat :

31.962

+

Mu

7.361



AMAN (OK)

2. TULANGAN MOMEN NEGATIF Mn = Mu- / f = 9.202 Diperkirakan jarak pusat tulangan lentur ke sisi beton, 75 d' = Tinggi efektif balok, 175.00 d = h - d' = 6 2 Faktor tahanan momen, 1.5023 Rn = Mn * 10 / ( b * d ) = Rn Rmax <  (OK) Momen negatif nominal rencana,

kNm mm mm

Rasio tulangan yang diperlukan :

r = 0.85 * fc’ / fy * [ 1 -  * [1 – 2 * Rn / ( 0.85 * fc’ ) ] =

0.00394

rmin =  fc' / ( 4 * fy ) = r min = 1.4 / fy = r= 

0.00280

Rasio tulangan minimum, Rasio tulangan minimum, Rasio tulangan yang digunakan,

As = r * b * d =

Luas tulangan yang diperlukan,

Luas tulangan terpakai, Jumlah baris tulangan, 3



Baris

Jumlah

Jarak

Juml. Jarak

ke

ni

yi

ni * yi

1 2 3

2 2 0 4

58.00 99.00 0.00 S [ ni * yi ] =

116.00 198.00 0.00 314

n=

Letak titik berat tulangan,

>

78.50



d' = S [ ni * yi ] / n =



75

f * Mn 31.962

78.50

mm

171.5

mm

94.617

mm

Mn = As * fy * ( d - a / 2 ) * 10 =

39.952

kNm

f * Mn =

31.962

kNm

Tahanan momen balok, Syarat :

mm2

perkirakan lagi d' (NG)

-6

Momen nominal,

mm2

(OK)

d = h - d' = a = As * fy / ( 0.85 * fc' * b ) =

Tinggi efektif balok,

138

2

Digunakan tulangan,

<

0.00394

n = As / ( p / 4 * D ) = 0.686 4 D 16 2 As = n * p / 4 * D = 804 2.00 n b = n / ns =

Jumlah tulangan yang diperlukan,

nb

0.00350

≥ >

-

Mu

7.361



AMAN (OK)

3. TULANGAN GESER Vu = f= fy =

Gaya geser ultimit rencana, Faktor reduksi kekuatan geser, Tegangan leleh tulangan geser, Kuat geser beton, Tahanan geser beton,

-3

Vc = (√ fc') / 6 * b * d * 10 = f * Vc =

 Tahanan geser sengkang, Kuat geser sengkang, Digunakan sengkang berpenampang : Luas tulangan geser sengkang,

kN

0.60 240

MPa

26.087

kN

15.652

kN

Perlu tulangan geser

f * Vs = Vu - f * V c = 4.979 8.298 Vs = 2 P 10 2 157.08 A v = ns * p / 4 * P =

s = Av * fy * d / ( Vs * 103 ) = smax = d / 2 = Jarak sengkang maksimum, Jarak sengkang maksimum, smax = s= Jarak sengkang yang harus digunakan, s= Diambil jarak sengkang :  Digunakan sengkang, 2 P 10 Jarak sengkang yang diperlukan :

20.631

kN kN mm2

795.10

mm

85.75

mm

250.00

mm

100.00

mm

100

mm

100

PERHITUNGAN RING BALOK 30/40

A. DATA BALOK LANTAI BAHAN STRUKTUR Kuat tekan beton, Tegangan leleh baja (deform) untuk tulangan lentur, Tegangan leleh baja (polos) untuk tulangan geser, DIMENSI BALOK Lebar balok Tinggi balok Diameter tulangan (deform) yang digunakan, Diameter sengkang (polos) yang digunakan, Tebal bersih selimut beton, MOMEN DAN GAYA GESER RENCANA Momen rencana positif akibat beban terfaktor, Momen rencana negatif akibat beban terfaktor, Gaya geser rencana akibat beban terfaktor,

fc' = fy = fy = b= h= D= P= ts = Mu+ = -

Mu = Vu =

20

MPa

400

MPa

240

MPa

300 400 16 10

mm mm

40

b1 = Untuk : fc' > 30 MPa, b1 = 0.85 - 0.05 * ( fc' - 30) / 7 = Faktor bentuk distribusi tegangan beton,  b1 =

mm mm

52.195

kNm

52.195

kNm

60.061

kN

B. PERHITUNGAN TULANGAN Untuk : fc' ≤ 30 MPa,

mm

0.85 0.85

Rasio tulangan pada kondisi balance ,

rb = b1* 0.85 * fc’/ fy * 600 / ( 600 + fy ) =

0.0217

Faktor tahanan momen maksimum,

Rmax = 0.75 * rb * fy * [1 – ½*0.75* rb * fy / ( 0.85 * fc’ ) ] = Faktor reduksi kekuatan lentur, f = ds = ts +  + D/2 = Jarak tulangan terhadap sisi luar beton, Jumlah tulangan dlm satu baris, ns = ( b - 2 * ds) / ( 25 + D ) = Digunakan jumlah tulangan dalam satu baris, ns =

5.2589 0.80 58.00

mm

4.49 4

bh

40.00

mm

41.00

mm

Jarak horisontal pusat ke pusat antara tulangan,

x = ( b - ns * D - 2 * ds ) / ( ns - 1 ) = y = D + 25 = Jarak vertikal pusat ke pusat antara tulangan, 1. TULANGAN MOMEN POSITIF +

Mn = Mu / f = 65.244 d' = Diperkirakan jarak pusat tulangan lentur ke sisi beton, 75 d = h - d' = Tinggi efektif balok, 325.00 6 2 Rn = Mn * 10 / ( b * d ) = Faktor tahanan momen, 2.0590 (OK) <  Rn Rmax Momen positif nominal rencana,

kNm mm mm

Rasio tulangan yang diperlukan :

r = 0.85 * fc’ / fy * [ 1 -  * [1 – 2 * Rn / ( 0.85 * fc’ ) ] =

0.00550

rmin =  fc' / ( 4 * fy ) = rmin = 1.4 / fy = r= 

0.00280

Rasio tulangan minimum, Rasio tulangan minimum, Rasio tulangan yang digunakan,

As = r * b * d =

Luas tulangan yang diperlukan, Digunakan tulangan, Luas tulangan terpakai, Jumlah baris tulangan, <

3



Baris

Jumlah

Jarak

Juml. Jarak

ke

ni

yi

ni * yi

1 2 3

4 2 0 6

58.00 99.00 0.00 S [ ni * yi ] =

232.00 198.00 0.00 430

n=

Letak titik berat tulangan, 71.67 Tinggi efektif balok,

<

0.00550 537

2.669 n = As / ( p / 4 * D 2 ) = 6 D 16 2 1206 As = n * p / 4 * D = 1.50 n b = n / ns =

Jumlah tulangan yang diperlukan,

nb

0.00350

 75

mm2

mm2

(OK)

d' = S [ ni * yi ] / n =



71.67

mm

perkiraan d' (OK)

d = h - d' = a = As * fy / ( 0.85 * fc' * b ) =

328.33

mm

94.617

mm

-6

Momen nominal,

Mn = As * fy * ( d - a / 2 ) * 10 =

135.608

kNm

f * Mn =

108.486

kNm

Tahanan momen balok,

≥ >

f * Mn

Syarat :

108.486

+

Mu

52.195



AMAN (OK)

2. TULANGAN MOMEN NEGATIF Mn = Mu- / f = 65.244 Diperkirakan jarak pusat tulangan lentur ke sisi beton, 75 d' = Tinggi efektif balok, 325.00 d = h - d' = 6 2 Faktor tahanan momen, 2.0590 Rn = Mn * 10 / ( b * d ) = Rn Rmax <  (OK) Momen negatif nominal rencana,

kNm mm mm

Rasio tulangan yang diperlukan :

r = 0.85 * fc’ / fy * [ 1 -  * [1 – 2 * Rn / ( 0.85 * fc’ ) ] =

0.00550

rmin =  fc' / ( 4 * fy ) = r min = 1.4 / fy = r= 

0.00280

Rasio tulangan minimum, Rasio tulangan minimum, Rasio tulangan yang digunakan,

As = r * b * d =

Luas tulangan yang diperlukan,

Luas tulangan terpakai, Jumlah baris tulangan, 3



Baris

Jumlah

Jarak

Juml. Jarak

ke

ni

yi

ni * yi

1 2 3

4 2 0 6

58.00 99.00 0.00 S [ ni * yi ] =

232.00 198.00 0.00 430

n=

Letak titik berat tulangan,

<

71.67



d' = S [ ni * yi ] / n =



75

f * Mn 108.486

71.67

mm

328.3

mm

94.617

mm

Mn = As * fy * ( d - a / 2 ) * 10 =

135.608

kNm

f * Mn =

108.486

kNm

Tahanan momen balok, Syarat :

mm2

perkiraan d' (OK)

-6

Momen nominal,

mm2

(OK)

d = h - d' = a = As * fy / ( 0.85 * fc' * b ) =

Tinggi efektif balok,

537

2

Digunakan tulangan,

<

0.00550

n = As / ( p / 4 * D ) = 2.669 6 D 16 2 As = n * p / 4 * D = 1206 1.50 n b = n / ns =

Jumlah tulangan yang diperlukan,

nb

0.00350

≥ >

-

Mu

52.195



AMAN (OK)

3. TULANGAN GESER Vu = f= fy =

Gaya geser ultimit rencana, Faktor reduksi kekuatan geser, Tegangan leleh tulangan geser, Kuat geser beton, Tahanan geser beton,

-3

Vc = (√ fc') / 6 * b * d * 10 = f * Vc =

 Tahanan geser sengkang, Kuat geser sengkang, Digunakan sengkang berpenampang : Luas tulangan geser sengkang,

kN

0.60 240

MPa

72.672

kN

43.603

kN

Perlu tulangan geser

f * Vs = Vu - f * V c = 16.458 27.429 Vs = 2 P 10 2 157.08 A v = ns * p / 4 * P =

s = Av * fy * d / ( Vs * 103 ) = smax = d / 2 = Jarak sengkang maksimum, Jarak sengkang maksimum, smax = s= Jarak sengkang yang harus digunakan, s= Diambil jarak sengkang :  Digunakan sengkang, 2 P 10 Jarak sengkang yang diperlukan :

60.061

kN kN mm2

446.68

mm

164.17

mm

250.00

mm

100.00

mm

100

mm

100

PERHITUNGAN RING BALOK 20/25

A. DATA BALOK LANTAI BAHAN STRUKTUR Kuat tekan beton, Tegangan leleh baja (deform) untuk tulangan lentur, Tegangan leleh baja (polos) untuk tulangan geser, DIMENSI BALOK Lebar balok Tinggi balok Diameter tulangan (deform) yang digunakan, Diameter sengkang (polos) yang digunakan, Tebal bersih selimut beton, MOMEN DAN GAYA GESER RENCANA Momen rencana positif akibat beban terfaktor,

fc' = fy = fy = b= h= D= P= ts = Mu+ =

20

MPa

400

MPa

240

MPa

200 250 12 10

mm mm

40

mm mm mm

6.036

kNm

Mu = Vu =

6.036

kNm

7.487

kN

b1 = Untuk : fc' > 30 MPa, b1 = 0.85 - 0.05 * ( fc' - 30) / 7 = Faktor bentuk distribusi tegangan beton,  b1 =

0.85

Momen rencana negatif akibat beban terfaktor, Gaya geser rencana akibat beban terfaktor,

-

B. PERHITUNGAN TULANGAN Untuk : fc' ≤ 30 MPa,

0.85

Rasio tulangan pada kondisi balance ,

rb = b1* 0.85 * fc’/ fy * 600 / ( 600 + fy ) =

0.0217

Faktor tahanan momen maksimum,

Rmax = 0.75 * rb * fy * [1 – ½*0.75* rb * fy / ( 0.85 * fc’ ) ] = Faktor reduksi kekuatan lentur, f = ds = ts +  + D/2 = Jarak tulangan terhadap sisi luar beton, Jumlah tulangan dlm satu baris, ns = ( b - 2 * ds) / ( 25 + D ) = Digunakan jumlah tulangan dalam satu baris, ns =

5.2589 0.80 56.00

mm

2.38 2

bh

64.00

mm

37.00

mm

Jarak horisontal pusat ke pusat antara tulangan,

x = ( b - ns * D - 2 * ds ) / ( ns - 1 ) = y = D + 25 = Jarak vertikal pusat ke pusat antara tulangan, 1. TULANGAN MOMEN POSITIF +

Mn = Mu / f = 7.545 d' = Diperkirakan jarak pusat tulangan lentur ke sisi beton, 75 d = h - d' = Tinggi efektif balok, 175.00 6 2 Rn = Mn * 10 / ( b * d ) = Faktor tahanan momen, 1.2319 (OK) <  Rn Rmax Momen positif nominal rencana,

kNm mm mm

Rasio tulangan yang diperlukan :

r = 0.85 * fc’ / fy * [ 1 -  * [1 – 2 * Rn / ( 0.85 * fc’ ) ] =

0.00320

rmin =  fc' / ( 4 * fy ) = rmin = 1.4 / fy = r= 

0.00280

Rasio tulangan minimum, Rasio tulangan minimum, Rasio tulangan yang digunakan,

As = r * b * d =

Luas tulangan yang diperlukan, Digunakan tulangan, Luas tulangan terpakai, Jumlah baris tulangan, <

3



Baris

Jumlah

Jarak

Juml. Jarak

ke

ni

yi

ni * yi

1 2 3

2 2 0 4

56.00 93.00 0.00 S [ ni * yi ] =

112.00 186.00 0.00 298

n=

Letak titik berat tulangan, 74.50 Tinggi efektif balok,

<

0.00350 123

1.083 n = As / ( p / 4 * D 2 ) = 4 D 12 2 452 As = n * p / 4 * D = 2.00 n b = n / ns =

Jumlah tulangan yang diperlukan,

nb

0.00350

 75

mm2

mm2

(OK)

d' = S [ ni * yi ] / n =



74.50

mm

perkiraan d' (OK)

d = h - d' = a = As * fy / ( 0.85 * fc' * b ) =

175.50

mm

53.222

mm

-6

Momen nominal,

Mn = As * fy * ( d - a / 2 ) * 10 =

26.942

kNm

f * Mn =

21.554

kNm

Tahanan momen balok,

≥ >

f * Mn

Syarat :

21.554

+

Mu

6.036



AMAN (OK)

2. TULANGAN MOMEN NEGATIF Mn = Mu- / f = 7.545 Diperkirakan jarak pusat tulangan lentur ke sisi beton, 75 d' = Tinggi efektif balok, 175.00 d = h - d' = 6 2 Faktor tahanan momen, 1.2319 Rn = Mn * 10 / ( b * d ) = Rn Rmax <  (OK) Momen negatif nominal rencana,

kNm mm mm

Rasio tulangan yang diperlukan :

r = 0.85 * fc’ / fy * [ 1 -  * [1 – 2 * Rn / ( 0.85 * fc’ ) ] =

0.00320

rmin =  fc' / ( 4 * fy ) = r min = 1.4 / fy = r= 

0.00280

Rasio tulangan minimum, Rasio tulangan minimum, Rasio tulangan yang digunakan,

As = r * b * d =

Luas tulangan yang diperlukan,

Luas tulangan terpakai, Jumlah baris tulangan, 3



Baris

Jumlah

Jarak

Juml. Jarak

ke

ni

yi

ni * yi

1 2 3

2 2 0 4

56.00 93.00 0.00 S [ ni * yi ] =

112.00 186.00 0.00 298

n=

Letak titik berat tulangan,

<

74.50



d' = S [ ni * yi ] / n =



75

f * Mn 21.554

74.50

mm

175.5

mm

53.222

mm

Mn = As * fy * ( d - a / 2 ) * 10 =

26.942

kNm

f * Mn =

21.554

kNm

Tahanan momen balok, Syarat :

mm2

perkiraan d' (OK)

-6

Momen nominal,

mm2

(OK)

d = h - d' = a = As * fy / ( 0.85 * fc' * b ) =

Tinggi efektif balok,

123

2

Digunakan tulangan,

<

0.00350

n = As / ( p / 4 * D ) = 1.083 4 D 12 2 As = n * p / 4 * D = 452 2.00 n b = n / ns =

Jumlah tulangan yang diperlukan,

nb

0.00350

≥ >

-

Mu

6.036



AMAN (OK)

3. TULANGAN GESER Vu = f= fy =

Gaya geser ultimit rencana, Faktor reduksi kekuatan geser, Tegangan leleh tulangan geser, Kuat geser beton, Tahanan geser beton,

-3

Vc = (√ fc') / 6 * b * d * 10 = f * Vc =

 Tahanan geser sengkang, Kuat geser sengkang, Digunakan sengkang berpenampang : Luas tulangan geser sengkang,

kN

0.60 240

MPa

26.087

kN

15.652

kN

Hanya perlu tul.geser min

f * Vs = Vu - f * V c = 7.487 Vs = 2 P 10 2 157.08 A v = ns * p / 4 * P =

s = Av * fy * d / ( Vs * 103 ) = smax = d / 2 = Jarak sengkang maksimum, Jarak sengkang maksimum, smax = s= Jarak sengkang yang harus digunakan, s= Diambil jarak sengkang :  Digunakan sengkang, 2 P 10 Jarak sengkang yang diperlukan :

7.487

kN kN mm2

881.17

mm

87.75

mm

250.00

mm

100.00

mm

100

mm

100

PERHITUNGAN PLAT LANTAI (SLAB ) PLAT LENTUR DUA ARAH (TWO WAY SLAB )

A. DATA BAHAN STRUKTUR fc ' = fy =

Kuat tekan beton, Tegangan leleh baja untuk tulangan lentur,

20

MPa

240

MPa

3.00

m

3.50

m

120

mm

B. DATA PLAT LANTAI Lx = Ly = h=

Panjang bentang plat arah x, Panjang bentang plat arah y, Tebal plat lantai,

Ly / L x =

Koefisien momen plat untuk :

1.17

KOEFISIEN MOMEN PLAT

Lapangan x Lapangan y Tumpuan x Tumpuan y

Diameter tulangan yang digunakan, Tebal bersih selimut beton,

Clx = Cly = Ctx = Cty =

36

= ts =

10

mm

20

mm

17 76 57

C. BEBAN PLAT LANTAI 1. BEBAN MATI (DEAD LOAD ) No 1 2 3 4

Jenis Beban Mati Berat sendiri plat lantai (kN/m3) Berat finishing lantai (kN/m3) Berat plafon dan rangka (kN/m2) 2 Berat instalasi ME (kN/m )

Berat satuan

24.0 22.0 0.2 0.5

Tebal (m) 0.12 0.05 -

QD =

Total beban mati,

2

Q (kN/m ) 2.880 1.100 0.200 0.500 4.680

2. BEBAN HIDUP (LIVE LOAD ) Beban hidup pada lantai bangunan =



QL =

300 3.000

kg/m2 2 kN/m

3. BEBAN RENCANA TERFAKTOR Qu = 1.2 * QD + 1.6 * QL =

Beban rencana terfaktor,

10.416

kN/m2

4. MOMEN PLAT AKIBAT BEBAN TERFAKTOR Momen lapangan arah x,

Mulx = Clx * 0.001 * Qu * Lx2 =

3.375

kNm/m

Momen lapangan arah y,

Muly = Cly * 0.001 * Qu * Lx2 =

1.594

kNm/m

Momen tumpuan arah x,

Mutx = Ctx * 0.001 * Qu * Lx2 =

7.125

kNm/m

Momen tumpuan arah y,

Muty = Cty * 0.001 * Qu * Lx2 = Mu = 

5.343

kNm/m

7.125

kNm/m

b1 = b1 = 0.85 - 0.05 * ( fc' - 30) / 7 = Untuk : fc' > 30 MPa, Faktor bentuk distribusi tegangan beton, b1 = 

0.85

Momen rencana (maksimum) plat,

D. PENULANGAN PLAT Untuk : fc' ≤ 30 MPa,

0.85

Rasio tulangan pada kondisi balance ,

rb = b1* 0.85 * fc'/ fy * 600 / ( 600 + fy ) =

0.0430

Faktor tahanan momen maksimum,

Rmax = 0.75 * rb * fy * [ 1 – ½* 0.75 * rb * fy / ( 0.85 * fc') ] = Faktor reduksi kekuatan lentur, f = ds = ts +  / 2 = Jarak tulangan terhadap sisi luar beton, d = h - ds = Tebal efektif plat lantai, b= Ditinjau plat lantai selebar 1 m,  Momen nominal rencana, Mn = Mu / f = -6

Faktor tahanan momen,

Rn

<

5.9786 0.80 25.0

mm

95.0

mm

1000

mm

8.906

kNm

2

0.98678 Rn = Mn * 10 / ( b * d ) =  (OK) Rmax

Rasio tulangan yang diperlukan :

r = 0.85 * fc' / fy * [ 1 -  [ 1 – 2 * Rn / ( 0.85 * fc' ) ] = Rasio tulangan minimum, rmin = r= Rasio tulangan yang digunakan, 

0.0042 0.0025 0.0042

Luas tulangan yang diperlukan,

As = r * b * d =

Jarak tulangan yang diperlukan,

s = p / 4 *  2 * b / As = 195 smax = 2 * h = 240 200 smax = s= 195 s=  190  10 100 2 785 A = p / 4 *  * b / s=

Jarak tulangan maksimum, Jarak tulangan maksimum, Jarak sengkang yang harus digunakan, Diambil jarak sengkang : Digunakan tulangan, Luas tulangan terpakai,

403

mm2 mm mm mm mm mm mm2

E. KONTROL LENDUTAN PLAT Modulus elastis beton, Modulus elastis baja tulangan, Beban merata (tak terfaktor) padaplat, Panjang bentang plat, Batas lendutan maksimum yang diijinkan,

Ec = 4700*√ fc' = Es = Q = QD + QL = Lx = Lx / 240 =

21019

MPa

2.00E+05

MPa

7.680

N/mm

3000

mm

12.500

mm 3

Ig = 1/12 * b * h3 = 144000000 mm fr = 0.7 * √ fc' = 3.130495168 MPa 9.52 n = Es / Ec = 7.473 mm c = n * As / b =

Momen inersia brutto penampang plat, Modulus keruntuhan lentur beton, Nilai perbandingan modulus elastis,

Jarak garis netral terhadap sisi atas beton, Momen inersia penampang retak yang ditransformasikan ke beton dihitung sbb. :

Icr = 1/3 * b * c3 + n * As * ( d - c )2 = yt = h / 2 = Mcr = fr * Ig / yt =

57390911

mm4

60

mm

7513188

Nmm

Ma = 1 / 8 * Q * Lx2 =

8640000

Nmm

Momen retak : Momen maksimum akibat beban (tanpa faktor beban) : Inersia efektif untuk perhitungan lendutan,

4 Ie = ( Mcr / Ma )3 * Ig + [ 1 - ( Mcr / Ma )3 ] * Icr = 114341088 mm

Lendutan elastis seketika akibat beban mati dan beban hidup :

de = 5 / 384 * Q * Lx4 / ( Ec * Ie ) = r = As / ( b * d ) =

3.370

dg = l * 5 / 384 * Q * Lx4 / ( Ec * Ie ) = dtot = de + dg = dtot Lx / 240 ≤

4.769

mm

8.140

mm

mm

Rasio tulangan slab lantai : 0.0083 Faktor ketergantungan waktu untuk beban mati (jangka waktu > 5 tahun), nilai : z= 2.0 1.4151 l = z / ( 1 + 50 * r ) = Lendutan jangka panjang akibat rangkak dan susut : Lendutan total, Syarat : 8.140

<

12.500



AMAN (OK)

ANALISIS KEKUATAN KOLOM BETON BERTULANG DENGAN DIAGRAM INTERAKSI KODE KOLOM

K5

INPUT DATA KOLOM

fc' = fy = b= h= ds = n= D=

Kuat tekan beton, Tegangan leleh baja, Lebar kolom, Tinggi kolom, Tebal brutto selimut beton, Jumlah tulangan,

Diameter tulangan, PERHITUNGAN DIAGRAM INTERAKSI Es = Modulus elastis baja,

20

MPa

390

MPa

400 400

mm mm

50

mm

16

buah

16

mm

2.E+05 MPa

β1 = 0.85

untuk fc'  30 MPa

β1 = 0.85 - 0.008 (fc' - 30)

untuk fc' > 30 MPa

Faktor distribusi tegangan,

β1 =

0.85

2

3217

2

mm

Luas tulangan total,

As = n * p / 4 * D =

Jarak antara tulangan,

x = ( h - 2*ds ) / 4 = 75.000 mm

r = As / Ag = 2.01% Rasio tulangan, Faktor reduksi kekuatan, f = 0.65 untuk Pn ≥ 0.1 * fc' * b * h Untuk : 0 ≤ Pn ≤ 0.1 * fc' * b * h

f = 0.80 untuk Pn = 0 No

f = 0.65 + 0.15 * ( Pno - Pn ) / Pno

Luas masing-masing tulangan

Jarak tulangan thd. sisi beton 2

1

As1 = 5/16 * As = 1005

mm

2

As2 = 2/16 * As =

mm

3 4 5

As3 = 2/16 * As = As4 = 2/16 * As =

402 402 402

As5 = 5/16 * As = 1005

2 2

mm

2

mm

2

mm

Pada kondisi tekan aksial sentris (Mno = 0) : Pno = 0.80*[ 0.85*fc' *b*h + As*(fy - 0.85*fc')]*10-3

d1 = 4*x + ds =

350

mm

d2 = 3*x + ds =

275

mm

Pno =

3136

kN

-3

320

kN

d3 = 2*x + ds =

200

mm

0.1 * fc' * b * h *10 =

d4 =

x + ds =

125

mm

Pada kondisi balance :

d5 =

ds =

50

mm

c = cb = 600 / (600 + fy) * d1 =

212.12 mm

2

As = 3217 mm Pada kondisi garis netral terletak pada jarak c dari sisi beton tekan terluar : Regangan pada masing-masing baja tulangan : Tegangan pada masing-masing baja tulangan : Untuk Untuk

εsi = 0.003 * ( c - di ) / c

| εsi | < fy / Es maka : fsi = esi* Es | εsi |  fy / Es maka : fsi =| εsi | / esi* fy Jumlah interval jarak grs netral =

URAIAN PERHITUNGAN

PERSAMAAN

Gaya-gaya internal pada masing-masing baja tulangan :

Fsi = Asi * fsi * 10

Resultan gaya internal baja tulangan :

Cs = [ S Fsi ]*10 Msi = Fsi*(h/2 - di) Ms = S Msi a = β1 * c

Momen akibat gaya internal masing-masing baja tulangan : Tinggi blok tegangan tekan beton,

125

-3

-3

Gaya aksial nominal : Momen nominal :

Mn = (Mc + Ms)*10-3

Momen akibat gaya internal tekan beton :

Dc = 3.2000 UNIT

Cc = 0.85 * fc' * b * a * 10-3 Mc = Cc * (h - a) / 2 Pn = C s + C c

Gaya internal pada beton tekan :

→

kN kN kNmm kNmm mm kN kNmm kN kNm

* Pn Mu = f * Mn Pu = f

Gaya aksial rencana : Momen rencana : εs1 εs2 c

εs3

εs4

εs5

mm

kN

fs1

fs2

fs3

fs4

fs5

Fs1

Fs2

Fs3

kNm Fs4

MPa

MPa

MPa

MPa

MPa

kN

kN

kN

kN

kN

Fs5

KONDISI TEKAN AKSIAL SENTRIS 420.00

0.00050

0.00104

0.00157

0.00211

0.00264

100.000

207.143

314.286

390.000

390.000

100.531

83.297

126.382

156.828

392.071

416.80

0.00048

0.00102

0.00156

0.00210

0.00264

96.161

204.127

312.092

390.000

390.000

96.672

82.084

125.500

156.828

392.071

413.60

0.00046

0.00101

0.00155

0.00209

0.00264

92.263

201.064

309.865

390.000

390.000

92.753

80.853

124.604

156.828

392.071

410.40

0.00044

0.00099

0.00154

0.00209

0.00263

88.304

197.953

307.602

390.000

390.000

88.773

79.602

123.694

156.828

392.071

407.20

0.00042

0.00097

0.00153

0.00208

0.00263

84.283

194.794

305.305

390.000

390.000

84.730

78.331

122.770

156.828

392.071

404.00

0.00040

0.00096

0.00151

0.00207

0.00263

80.198

191.584

302.970

390.000

390.000

80.624

77.041

121.832

156.828

392.071

400.80

0.00038

0.00094

0.00150

0.00206

0.00263

76.048

188.323

300.599

390.000

390.000

76.452

75.729

120.878

156.828

392.071

397.60

0.00036

0.00093

0.00149

0.00206

0.00262

71.831

185.010

298.189

390.000

390.000

72.212

74.397

119.909

156.828

392.071

394.40

0.00034

0.00091

0.00148

0.00205

0.00262

67.546

181.643

295.740

390.000

390.000

67.904

73.043

118.924

156.828

392.071

391.20

0.00032

0.00089

0.00147

0.00204

0.00262

63.190

178.221

293.252

390.000

390.000

63.526

71.667

117.923

156.828

392.071

388.00

0.00029

0.00087

0.00145

0.00203

0.00261

58.763

174.742

290.722

390.000

390.000

59.075

70.268

116.906

156.828

392.071

384.80

0.00027

0.00086

0.00144

0.00203

0.00261

54.262

171.206

288.150

390.000

390.000

54.550

68.846

115.872

156.828

392.071

381.60

0.00025

0.00084

0.00143

0.00202

0.00261

49.686

167.610

285.535

390.000

390.000

49.949

67.400

114.820

156.828

392.071

378.40

0.00023

0.00082

0.00141

0.00201

0.00260

45.032

163.953

282.875

390.000

390.000

45.271

65.930

113.751

156.828

392.071

375.20

0.00020

0.00080

0.00140

0.00200

0.00260

40.299

160.235

280.171

390.000

390.000

40.512

64.434

112.663

156.828

392.071

372.00

0.00018

0.00078

0.00139

0.00199

0.00260

35.484

156.452

277.419

390.000

390.000

35.672

62.913

111.557

156.828

392.071

368.80

0.00015

0.00076

0.00137

0.00198

0.00259

30.586

152.603

274.620

390.000

390.000

30.748

61.365

110.431

156.828

392.071

365.60

0.00013

0.00074

0.00136

0.00197

0.00259

25.602

148.687

271.772

390.000

390.000

25.738

59.791

109.286

156.828

392.071

362.40

0.00010

0.00072

0.00134

0.00197

0.00259

20.530

144.702

268.874

390.000

390.000

20.639

58.188

108.121

156.828

392.071

359.20

0.00008

0.00070

0.00133

0.00196

0.00258

15.367

140.646

265.924

390.000

390.000

15.449

56.557

106.934

156.828

392.071

356.00

0.00005

0.00068

0.00131

0.00195

0.00258

10.112

136.517

262.921

389.326

390.000

10.166

54.897

105.727

156.557

392.071

352.80

0.00002

0.00066

0.00130

0.00194

0.00257

4.762

132.313

259.864

387.415

390.000

4.787

53.206

104.497

155.789

392.071

349.60

0.00000

0.00064

0.00128

0.00193

0.00257

-0.686

128.032

256.751

385.469

390.000

-0.690

51.485

103.246

155.006

392.071

346.40

-0.00003

0.00062

0.00127

0.00192

0.00257

-6.236

123.672

253.580

383.487

390.000

-6.269

49.731

101.970

154.209

392.071

343.20

-0.00006

0.00060

0.00125

0.00191

0.00256

-11.888

119.231

250.350

381.469

390.000

-11.951

47.946

100.672

153.398

392.071

340.00

-0.00009

0.00057

0.00124

0.00190

0.00256

-17.647

114.706

247.059

379.412

390.000

-17.741

46.126

99.348

152.571

392.071

336.80

-0.00012

0.00055

0.00122

0.00189

0.00255

-23.515

110.095

243.705

377.316

390.000

-23.640

44.272

98.000

151.728

392.071

333.60

-0.00015

0.00053

0.00120

0.00188

0.00255

-29.496

105.396

240.288

375.180

390.000

-29.653

42.382

96.625

150.869

392.071

330.40

-0.00018

0.00050

0.00118

0.00187

0.00255

-35.593

100.605

236.804

373.002

390.000

-35.782

40.456

95.224

149.993

392.071

327.20

-0.00021

0.00048

0.00117

0.00185

0.00254

-41.809

95.721

233.252

370.782

390.000

-42.031

38.492

93.796

149.100

392.071

324.00

-0.00024

0.00045

0.00115

0.00184

0.00254

-48.148

90.741

229.630

368.519

390.000

-48.404

36.489

92.340

148.190

392.071

320.80

-0.00027

0.00043

0.00113

0.00183

0.00253

-54.613

85.661

225.935

366.209

390.000

-54.903

34.446

90.854

147.262

392.071

317.60

-0.00031

0.00040

0.00111

0.00182

0.00253

-61.209

80.479

222.166

363.854

390.000

-61.534

32.362

89.338

146.314

392.071

314.40

-0.00034

0.00038

0.00109

0.00181

0.00252

-67.939

75.191

218.321

361.450

390.000

-68.300

30.236

87.792

145.348

392.071

311.20

-0.00037

0.00035

0.00107

0.00179

0.00252

-74.807

69.794

214.396

358.997

390.000

-75.204

28.066

86.214

144.361

392.071

308.00

-0.00041

0.00032

0.00105

0.00178

0.00251

-81.818

64.286

210.390

356.494

390.000

-82.253

25.851

84.603

143.355

392.071

304.80

-0.00044

0.00029

0.00103

0.00177

0.00251

-88.976

58.661

206.299

353.937

390.000

-89.449

23.589

82.958

142.327

392.071

301.60

-0.00048

0.00026

0.00101

0.00176

0.00250

-96.286

52.918

202.122

351.326

390.000

-96.798

21.279

81.278

141.277

392.071

298.40

-0.00052

0.00024

0.00099

0.00174

0.00250

-103.753

47.051

197.855

348.660

390.000

-104.304

18.920

79.562

140.204

392.071

295.20

-0.00056

0.00021

0.00097

0.00173

0.00249

-111.382

41.057

193.496

345.935

390.000

-111.974

16.510

77.809

139.109

392.071

292.00

-0.00060

0.00017

0.00095

0.00172

0.00249

-119.178

34.932

189.041

343.151

390.000

-119.811

14.047

76.018

137.989

392.071

288.80

-0.00064

0.00014

0.00092

0.00170

0.00248

-127.147

28.670

184.488

340.305

390.000

-127.822

11.529

74.187

136.845

392.071

285.60

-0.00068

0.00011

0.00090

0.00169

0.00247

-135.294

22.269

179.832

337.395

390.000

-136.012

8.955

72.315

135.675

392.071

282.40

-0.00072

0.00008

0.00088

0.00167

0.00247

-143.626

15.722

175.071

334.419

390.000

-144.389

6.322

70.400

134.478

392.071

279.20

-0.00076

0.00005

0.00085

0.00166

0.00246

-152.149

9.026

170.201

331.375

390.000

-152.957

3.629

68.442

133.254

392.071

276.00

-0.00080

0.00001

0.00083

0.00164

0.00246

-160.870

2.174

165.217

328.261

390.000

-161.724

0.874

66.438

132.002

392.071

272.80

-0.00085

-0.00002

0.00080

0.00163

0.00245

-169.795

-4.839

160.117

325.073

390.000

-170.696

-1.946

64.387

130.720

392.071

269.60

-0.00089

-0.00006

0.00077

0.00161

0.00244

-178.932

-12.018

154.896

321.810

390.000

-179.882

-4.833

62.287

129.408

392.071

266.40

-0.00094

-0.00010

0.00075

0.00159

0.00244

-188.288

-19.369

149.550

318.468

390.000

-189.288

-7.789

60.137

128.064

392.071

263.20

-0.00099

-0.00013

0.00072

0.00158

0.00243

-197.872

-26.900

144.073

315.046

390.000

-198.923

-10.817

57.935

126.687

392.071

260.00

-0.00104

-0.00017

0.00069

0.00156

0.00242

-207.692

-34.615

138.462

311.538

390.000

-208.795

-13.920

55.679

125.277

392.071

256.80

-0.00109

-0.00021

0.00066

0.00154

0.00242

-217.757

-42.523

132.710

307.944

390.000

-218.913

-17.100

53.366

123.832

392.071

253.60

-0.00114

-0.00025

0.00063

0.00152

0.00241

-228.076

-50.631

126.814

304.259

390.000

-229.287

-20.360

50.995

122.350

392.071

250.40

-0.00119

-0.00029

0.00060

0.00150

0.00240

-238.658

-58.946

120.767

300.479

390.000

-239.925

-23.703

48.563

120.830

392.071

247.20

-0.00125

-0.00034

0.00057

0.00148

0.00239

-249.515

-67.476

114.563

296.602

390.000

-250.839

-27.134

46.069

119.271

392.071

244.00

-0.00130

-0.00038

0.00054

0.00146

0.00239

-260.656

-76.230

108.197

292.623

390.000

-262.040

-30.654

43.508

117.671

392.071

240.80

-0.00136

-0.00043

0.00051

0.00144

0.00238

-272.093

-85.216

101.661

288.538

390.000

-273.538

-34.267

40.880

116.028

392.071

237.60

-0.00142

-0.00047

0.00047

0.00142

0.00237

-283.838

-94.444

94.949

284.343

390.000

-285.345

-37.978

38.181

114.341

392.071

234.40

-0.00148

-0.00052

0.00044

0.00140

0.00236

-295.904

-103.925

88.055

280.034

390.000

-297.476

-41.791

35.409

112.608

392.071

231.20

-0.00154

-0.00057

0.00040

0.00138

0.00235

-308.304

-113.668

80.969

275.606

390.000

-309.941

-45.709

32.560

110.828

392.071

228.00

-0.00161

-0.00062

0.00037

0.00136

0.00234

-321.053

-123.684

73.684

271.053

390.000

-322.757

-49.736

29.630

108.997

392.071

224.80

-0.00167

-0.00067

0.00033

0.00133

0.00233

-334.164

-133.986

66.192

266.370

390.000

-335.938

-53.879

26.617

107.114

392.071

221.60

-0.00174

-0.00072

0.00029

0.00131

0.00232

-347.653

-144.585

58.484

261.552

390.000

-349.499

-58.141

23.518

105.176

392.071

218.40

-0.00181

-0.00078

0.00025

0.00128

0.00231

-361.538

-155.495

50.549

256.593

390.000

-363.458

-62.528

20.327

103.182

392.071

215.20

-0.00188

-0.00083

0.00021

0.00126

0.00230

-375.836

-166.729

42.379

251.487

390.000

-377.832

-67.046

17.042

101.129

392.071

212.00

-0.00195

-0.00089

0.00017

0.00123

0.00229

-390.000

-178.302

33.962

246.226

390.000

-392.071

-71.699

13.657

99.014

392.071

208.80

-0.00203

-0.00095

0.00013

0.00120

0.00228

-390.000

-190.230

25.287

240.805

390.000

-392.071

-76.496

10.169

96.833

392.071

205.60

-0.00211

-0.00101

0.00008

0.00118

0.00227

-390.000

-202.529

16.342

235.214

390.000

-392.071

-81.442

6.572

94.585

392.071

202.40

-0.00219

-0.00108

0.00004

0.00115

0.00226

-390.000

-215.217

7.115

229.447

390.000

-392.071

-86.544

2.861

92.266

392.071

199.20

-0.00227

-0.00114

-0.00001

0.00112

0.00225

-390.000

-228.313

-2.410

223.494

390.000

-392.071

-91.810

-0.969

89.872

392.071

196.00

-0.00236

-0.00121

-0.00006

0.00109

0.00223

-390.000

-241.837

-12.245

217.347

390.000

-392.071

-97.248

-4.924

87.400

392.071

192.80

-0.00245

-0.00128

-0.00011

0.00105

0.00222

-390.000

-255.809

-22.407

210.996

390.000

-392.071

-102.867

-9.010

84.846

392.071

189.60

-0.00254

-0.00135

-0.00016

0.00102

0.00221

-390.000

-270.253

-32.911

204.430

390.000

-392.071

-108.675

-13.234

82.206

392.071

186.40

-0.00263

-0.00143

-0.00022

0.00099

0.00220

-390.000

-285.193

-43.777

197.639

390.000

-392.071

-114.683

-17.604

79.476

392.071

183.20

-0.00273

-0.00150

-0.00028

0.00095

0.00218

-390.000

-300.655

-55.022

190.611

390.000

-392.071

-120.901

-22.126

76.649

392.071

180.00

-0.00283

-0.00158

-0.00033

0.00092

0.00217

-390.000

-316.667

-66.667

183.333

390.000

-392.071

-127.339

-26.808

73.723

392.071

176.80

-0.00294

-0.00167

-0.00039

0.00088

0.00215

-390.000

-333.258

-78.733

175.792

390.000

-392.071

-134.011

-31.660

70.690

392.071

173.60

-0.00305

-0.00175

-0.00046

0.00084

0.00214

-390.000

-350.461

-91.244

167.972

390.000

-392.071

-140.929

-36.691

67.546

392.071

170.40

-0.00316

-0.00184

-0.00052

0.00080

0.00212

-390.000

-368.310

-104.225

159.859

390.000

-392.071

-148.106

-41.912

64.283

392.071

167.20

-0.00328

-0.00193

-0.00059

0.00076

0.00210

-390.000

-386.842

-117.703

151.435

390.000

-392.071

-155.558

-47.331

60.896

392.071

164.00

-0.00340

-0.00203

-0.00066

0.00071

0.00209

-390.000

-390.000

-131.707

142.683

390.000

-392.071

-156.828

-52.963

57.376

392.071

160.80

-0.00353

-0.00213

-0.00073

0.00067

0.00207

-390.000

-390.000

-146.269

133.582

390.000

-392.071

-156.828

-58.818

53.717

392.071

157.60

-0.00366

-0.00223

-0.00081

0.00062

0.00205

-390.000

-390.000

-161.421

124.112

390.000

-392.071

-156.828

-64.911

49.908

392.071

154.40

-0.00380

-0.00234

-0.00089

0.00057

0.00203

-390.000

-390.000

-177.202

114.249

390.000

-392.071

-156.828

-71.257

45.942

392.071

151.20

-0.00394

-0.00246

-0.00097

0.00052

0.00201

-390.000

-390.000

-193.651

103.968

390.000

-392.071

-156.828

-77.872

41.808

392.071

148.00

-0.00409

-0.00257

-0.00105

0.00047

0.00199

-390.000

-390.000

-210.811

93.243

390.000

-392.071

-156.828

-84.772

37.495

392.071

144.80

-0.00425

-0.00270

-0.00114

0.00041

0.00196

-390.000

-390.000

-228.729

82.044

390.000

-392.071

-156.828

-91.978

32.992

392.071

141.60

-0.00442

-0.00283

-0.00124

0.00035

0.00194

-390.000

-390.000

-247.458

70.339

388.136

-392.071

-156.828

-99.509

28.285

390.196

138.40

-0.00459

-0.00296

-0.00134

0.00029

0.00192

-390.000

-390.000

-267.052

58.092

383.237

-392.071

-156.828

-107.388

23.360

385.272

135.20

-0.00477

-0.00310

-0.00144

0.00023

0.00189

-390.000

-390.000

-287.574

45.266

378.107

-392.071

-156.828

-115.640

18.203

380.114

132.00

-0.00495

-0.00325

-0.00155

0.00016

0.00186

-390.000

-390.000

-309.091

31.818

372.727

-392.071

-156.828

-124.293

12.795

374.706

128.80

-0.00515

-0.00341

-0.00166

0.00009

0.00184

-390.000

-390.000

-331.677

17.702

367.081

-392.071

-156.828

-133.375

7.118

369.030

125.60

-0.00536

-0.00357

-0.00178

0.00001

0.00181

-390.000

-390.000

-355.414

2.866

361.146

-392.071

-156.828

-142.920

1.153

363.064

122.40

-0.00558

-0.00374

-0.00190

-0.00006

0.00177

-390.000

-390.000

-380.392

-12.745

354.902

-392.071

-156.828

-152.965

-5.125

356.786

119.20

-0.00581

-0.00392

-0.00203

-0.00015

0.00174

-390.000

-390.000

-390.000

-29.195

348.322

-392.071

-156.828

-156.828

-11.740

350.172

116.00

-0.00605

-0.00411

-0.00217

-0.00023

0.00171

-390.000

-390.000

-390.000

-46.552

341.379

-392.071

-156.828

-156.828

-18.720

343.192

112.80

-0.00631

-0.00431

-0.00232

-0.00032

0.00167

-390.000

-390.000

-390.000

-64.894

334.043

-392.071

-156.828

-156.828

-26.095

335.816

109.60

-0.00658

-0.00453

-0.00247

-0.00042

0.00163

-390.000

-390.000

-390.000

-84.307

326.277

-392.071

-156.828

-156.828

-33.902

328.010

106.40

-0.00687

-0.00475

-0.00264

-0.00052

0.00159

-390.000

-390.000

-390.000

-104.887

318.045

-392.071

-156.828

-156.828

-42.178

319.734

103.20

-0.00717

-0.00499

-0.00281

-0.00063

0.00155

-390.000

-390.000

-390.000

-126.744

309.302

-392.071

-156.828

-156.828

-50.967

310.945

100.00

-0.00750

-0.00525

-0.00300

-0.00075

0.00150

-390.000

-390.000

-390.000

-150.000

300.000

-392.071

-156.828

-156.828

-60.319

301.593

96.80

-0.00785

-0.00552

-0.00320

-0.00087

0.00145

-390.000

-390.000

-390.000

-174.793

290.083

-392.071

-156.828

-156.828

-70.289

291.623

93.60

-0.00822

-0.00581

-0.00341

-0.00101

0.00140

-390.000

-390.000

-390.000

-201.282

279.487

-392.071

-156.828

-156.828

-80.940

280.971

91.00

-0.00854

-0.00607

-0.00359

-0.00112

0.00135

-390.000

-390.000

-390.000

-224.176

270.330

-392.071

-156.828

-156.828

-90.146

271.765

0.00229

-390.000

-177.857

34.286

246.429

390.000

-392.071

-71.521

13.787

99.095

392.071

KONDISI TEKAN AKSIAL KECIL : Pn = 0.1 * fc' * b * h

KONDISI BALANCE

212.12

-0.00195

-0.00089

0.00017

0.00123

2500 2400

b

2300 2200 2100 2000 1900

h

1800 1700

b=

400

mm

1600

1400

h= 16

400 D

mm 16

1300

fc' =

20

MPa

1200

fy =

390

MPa

f.Pn (kN)

1500

1100 1000

Pu

Mu

900

(kN)

(kNm)

800

625.000

83.670

600

562.606

58.301

500

466.181

13.286

206.697

59.716

200

263.048

74.788

100

271.746

77.483

319.249

41.136

190.370

118.304

121.417

116.696

700

400 300

0 0

10

20

30

40

50

60

70

80

90

100 110 120 130 140 150 160 170 180 190 200

f.Mn (kNm)

ANALISIS KOLOM DENGAN DIAGRAM INTERAKSI

148.502

106.551

2500 2400

b

2300 2200 2100 2000

h

1900 1800

b= h=

400 400

mm mm

16

D

16

1300

fc' =

20

MPa

1200

fy =

390

MPa

1700 1600

f.Pn (kN)

1500 1400

1100 1000 900 800

Pu

Mu

(kN)

(kNm)

625.000

83.670

562.606

58.301

500

466.181

13.286

400

206.697

59.716

200

263.048

74.788

100

271.746

77.483

319.249

41.136

190.370

118.304

700 600

300

0 0

10

20

30

40

50

60

70

80

90

100 110 120 130 140 150 160 170 180 190 200

f.Mn (kNm)

ANALISIS KOLOM DENGAN DIAGRAM INTERAKSI

121.417

116.696

148.502

106.551

Cs

Ms1

Ms2

Ms3

Ms4

Ms5

Ms

a

Cc

Mc

Pn

Mn

kN

kNmm

kNmm

kNmm

kNmm

kNmm

kNmm

mm

kN

kNmm

kN

kNm

3135.95

0.00

0.65

2038.37

0.00

859.109

-15079.64

-6247.28

0.00

11762.12

58810.61

49245.81

357.00

2427.60

52193.40

3135.95

101.44

0.65

2038.37

65.94

853.155

-14500.77

-6156.32

0.00

11762.12

58810.61

49915.65

354.28

2409.10

55072.12

3135.95

104.99

0.65

2038.37

68.24

847.109

-13912.94

-6063.94

0.00

11762.12

58810.61

50595.85

351.56

2390.61

57900.53

3135.95

108.50

0.65

2038.37

70.52

840.968

-13315.94

-5970.13

0.00

11762.12

58810.61

51286.67

348.84

2372.11

60678.62

3135.95

111.97

0.65

2038.37

72.78

834.731

-12709.56

-5874.84

0.00

11762.12

58810.61

51988.33

346.12

2353.62

63406.42

3135.95

115.39

0.65

2038.37

75.01

828.395

-12093.58

-5778.04

0.00

11762.12

58810.61

52701.12

343.40

2335.12

66083.90

3135.95

118.79

0.65

2038.37

77.21

821.958

-11467.75

-5679.70

0.00

11762.12

58810.61

53425.29

340.68

2316.62

68711.07

3135.95

122.14

0.65

2038.37

79.39

815.417

-10831.86

-5579.77

0.00

11762.12

58810.61

54161.11

337.96

2298.13

71287.93

3113.55

125.45

0.65

2023.80

81.54

808.771

-10185.64

-5478.22

0.00

11762.12

58810.61

54908.87

335.24

2279.63

73814.48

3088.40

128.72

0.65

2007.46

83.67

802.015

-9528.86

-5375.01

0.00

11762.12

58810.61

55668.87

332.52

2261.14

76290.73

3063.15

131.96

0.65

1991.05

85.77

795.148

-8861.23

-5270.10

0.00

11762.12

58810.61

56441.40

329.80

2242.64

78716.66

3037.79

135.16

0.65

1974.56

87.85

788.167

-8182.51

-5163.45

0.00

11762.12

58810.61

57226.78

327.08

2224.14

81092.29

3012.31

138.32

0.65

1958.00

89.91

781.069

-7492.40

-5055.00

0.00

11762.12

58810.61

58025.33

324.36

2205.65

83417.61

2986.72

141.44

0.65

1941.37

91.94

773.850

-6790.62

-4944.72

0.00

11762.12

58810.61

58837.39

321.64

2187.15

85692.62

2961.00

144.53

0.65

1924.65

93.94

766.509

-6076.87

-4832.56

0.00

11762.12

58810.61

59663.31

318.92

2168.66

87917.31

2935.16

147.58

0.65

1907.86

95.93

759.041

-5350.84

-4718.47

0.00

11762.12

58810.61

60503.43

316.20

2150.16

90091.70

2909.20

150.60

0.65

1890.98

97.89

751.444

-4612.21

-4602.40

0.00

11762.12

58810.61

61358.13

313.48

2131.66

92215.78

2883.11

153.57

0.65

1874.02

99.82

743.714

-3860.65

-4484.30

0.00

11762.12

58810.61

62227.79

310.76

2113.17

94289.56

2856.88

156.52

0.65

1856.97

101.74

735.847

-3095.82

-4364.11

0.00

11762.12

58810.61

63112.81

308.04

2094.67

96313.02

2830.52

159.43

0.65

1839.84

103.63

727.840

-2317.36

-4241.78

0.00

11762.12

58810.61

64013.60

305.32

2076.18

98286.17

2804.02

162.30

0.65

1822.61

105.49

719.418

-1524.91

-4117.25

0.00

11741.79

58810.61

64910.25

302.60

2057.68

100209.02

2777.10

165.12

0.65

1805.11

107.33

710.350

-718.08

-3990.46

0.00

11684.16

58810.61

65786.23

299.88

2039.18

102081.55

2749.53

167.87

0.65

1787.20

109.11

701.117

103.52

-3861.36

0.00

11625.47

58810.61

66678.26

297.16

2020.69

103903.78

2721.81

170.58

0.65

1769.17

110.88

691.713

940.30

-3729.86

0.00

11565.70

58810.61

67586.76

294.44

2002.19

105675.69

2693.91

173.26

0.65

1751.04

112.62

682.134

1792.69

-3595.92

0.00

11504.82

58810.61

68512.20

291.72

1983.70

107397.30

2665.83

175.91

0.65

1732.79

114.34

672.375

2661.11

-3459.45

0.00

11442.79

58810.61

69455.07

289.00

1965.20

109068.60

2637.57

178.52

0.65

1714.42

116.04

662.430

3546.04

-3320.39

0.00

11379.58

58810.61

70415.85

286.28

1946.70

110689.59

2609.13

181.11

0.65

1695.94

117.72

Ф

Ф.Pn

Ф.Mn

kN

kNm

652.294

4447.95

-3178.66

0.00

11315.16

58810.61

71395.07

283.56

1928.21

112260.27

2580.50

183.66

0.65

1677.33

119.38

641.962

5367.33

-3034.19

0.00

11249.49

58810.61

72393.25

280.84

1909.71

113780.64

2551.67

186.17

0.65

1658.59

121.01

631.428

6304.69

-2886.89

0.00

11182.53

58810.61

73410.96

278.12

1891.22

115250.70

2522.64

188.66

0.65

1639.72

122.63

620.686

7260.57

-2736.68

0.00

11114.26

58810.61

74448.76

275.40

1872.72

116670.46

2493.41

191.12

0.65

1620.71

124.23

609.729

8235.52

-2583.47

0.00

11044.62

58810.61

75507.28

272.68

1854.22

118039.90

2463.95

193.55

0.65

1601.57

125.81

598.552

9230.11

-2427.18

0.00

10973.58

58810.61

76587.12

269.96

1835.73

119359.03

2434.28

195.95

0.65

1582.28

127.37

587.147

10244.95

-2267.70

0.00

10901.09

58810.61

77688.95

267.24

1817.23

120627.86

2404.38

198.32

0.65

1562.85

128.91

575.507

11280.66

-2104.95

0.00

10827.11

58810.61

78813.43

264.52

1798.74

121846.38

2374.24

200.66

0.65

1543.26

130.43

563.626

12337.89

-1938.81

0.00

10751.59

58810.61

79961.29

261.80

1780.24

123014.58

2343.87

202.98

0.65

1523.51

131.93

551.495

13417.32

-1769.19

0.00

10674.49

58810.61

81133.24

259.08

1761.74

124132.48

2313.24

205.27

0.65

1503.61

133.42

539.107

14519.66

-1595.96

0.00

10595.75

58810.61

82330.06

256.36

1743.25

125200.07

2282.36

207.53

0.65

1483.53

134.89

526.453

15645.64

-1419.02

0.00

10515.32

58810.61

83552.55

253.64

1724.75

126217.35

2251.21

209.77

0.65

1463.28

136.35

513.525

16796.03

-1238.25

0.00

10433.15

58810.61

84801.55

250.92

1706.26

127184.32

2219.78

211.99

0.65

1442.86

137.79

500.314

17971.63

-1053.51

0.00

10349.18

58810.61

86077.92

248.20

1687.76

128100.98

2188.07

214.18

0.65

1422.25

139.22

486.809

19173.29

-864.68

0.00

10263.35

58810.61

87382.57

245.48

1669.26

128967.34

2156.07

216.35

0.65

1401.45

140.63

473.002

20401.87

-671.61

0.00

10175.59

58810.61

88716.46

242.76

1650.77

129783.38

2123.77

218.50

0.65

1380.45

142.02

458.883

21658.30

-474.18

0.00

10085.85

58810.61

90080.59

240.04

1632.27

130549.11

2091.15

220.63

0.65

1359.25

143.41

444.439

22943.53

-272.21

0.00

9994.05

58810.61

91475.98

237.32

1613.78

131264.54

2058.22

222.74

0.65

1337.84

144.78

429.661

24258.56

-65.56

0.00

9900.11

58810.61

92903.72

234.60

1595.28

131929.66

2024.94

224.83

0.65

1316.21

146.14

414.535

25604.44

145.93

0.00

9803.98

58810.61

94364.97

231.88

1576.78

132544.46

1991.32

226.91

0.65

1294.36

147.49

399.051

26982.27

362.45

0.00

9705.56

58810.61

95860.90

229.16

1558.29

133108.96

1957.34

228.97

0.65

1272.27

148.83

383.195

28393.20

584.17

0.00

9604.78

58810.61

97392.77

226.44

1539.79

133623.15

1922.99

231.02

0.65

1249.94

150.16

366.953

29838.45

811.28

0.00

9501.55

58810.61

98961.89

223.72

1521.30

134087.03

1888.25

233.05

0.65

1227.36

151.48

350.312

31319.26

1043.98

0.00

9395.78

58810.61

100569.63

221.00

1502.80

134500.60

1853.11

235.07

0.65

1204.52

152.80

333.255

32836.98

1282.47

0.00

9287.37

58810.61

102217.44

218.28

1484.30

134863.86

1817.56

237.08

0.65

1181.41

154.10

315.769

34393.01

1526.99

0.00

9176.23

58810.61

103906.84

215.56

1465.81

135176.81

1781.58

239.08

0.65

1158.02

155.40

297.835

35988.80

1777.76

0.00

9062.24

58810.61

105639.42

212.84

1447.31

135439.46

1745.15

241.08

0.65

1134.35

156.70

279.437

37625.91

2035.02

0.00

8945.30

58810.61

107416.85

210.12

1428.82

135651.79

1708.25

243.07

0.65

1110.36

157.99

260.556

39305.96

2299.03

0.00

8825.30

58810.61

109240.90

207.40

1410.32

135813.82

1670.88

245.05

0.65

1086.07

159.29

241.174

41030.66

2570.05

0.00

8702.11

58810.61

111113.44

204.68

1391.82

135925.53

1633.00

247.04

0.65

1061.45

160.58

221.270

42801.82

2848.38

0.00

8575.60

58810.61

113036.41

201.96

1373.33

135986.94

1594.60

249.02

0.65

1036.49

161.87

200.822

44621.34

3134.30

0.00

8445.63

58810.61

115011.88

199.24

1354.83

135998.04

1555.65

251.01

0.65

1011.17

163.16

179.808

46491.22

3428.14

0.00

8312.07

58810.61

117042.05

196.52

1336.34

135958.82

1516.14

253.00

0.65

985.49

164.45

158.204

48413.60

3730.23

0.00

8174.75

58810.61

119129.19

193.80

1317.84

135869.30

1476.04

255.00

0.65

959.43

165.75

135.985

50390.70

4040.92

0.00

8033.53

58810.61

121275.76

191.08

1299.34

135729.47

1435.33

257.01

0.65

932.96

167.05

113.125

52424.90

4360.58

0.00

7888.23

58810.61

123484.33

188.36

1280.85

135539.34

1393.97

259.02

0.65

906.08

168.37

89.594

54518.72

4689.60

0.00

7738.67

58810.61

125757.61

185.64

1262.35

135298.89

1351.95

261.06

0.65

878.76

169.69

65.364

56674.80

5028.42

0.00

7584.67

58810.61

128098.50

182.92

1243.86

135008.13

1309.22

263.11

0.65

850.99

171.02

40.971

58810.61

5377.46

0.00

7426.01

58810.61

130424.70

180.20

1225.36

134667.06

1266.33

265.09

0.65

823.12

172.31

30.506

58810.61

5737.20

0.00

7262.50

58810.61

130620.92

177.48

1206.86

134275.69

1237.37

264.90

0.65

804.29

172.18

19.715

58810.61

6108.14

0.00

7093.89

58810.61

130823.25

174.76

1188.37

133834.00

1208.08

264.66

0.65

785.25

172.03

8.583

58810.61

6490.80

0.00

6919.95

58810.61

131031.98

172.04

1169.87

133342.01

1178.45

264.37

0.65

766.00

171.84

-2.907

58810.61

6885.77

0.00

6740.42

58810.61

131247.41

169.32

1151.38

132799.71

1148.47

264.05

0.65

746.50

171.63

-14.772

58810.61

7293.62

0.00

6555.03

58810.61

131469.88

166.60

1132.88

132207.10

1118.11

263.68

0.65

726.77

171.39

-27.031

58810.61

7715.02

0.00

6363.48

58810.61

131699.74

163.88

1114.38

131564.18

1087.35

263.26

0.65

706.78

171.12

-39.703

58810.61

8150.64

0.00

6165.48

58810.61

131937.35

161.16

1095.89

130870.94

1056.18

262.81

0.65

686.52

170.83

-52.811

58810.61

8601.22

0.00

5960.67

58810.61

132183.12

158.44

1077.39

130127.41

1024.58

262.31

0.65

665.98

170.50

-66.377

58810.61

9067.54

0.00

5748.70

58810.61

132437.47

155.72

1058.90

129333.56

992.52

261.77

0.65

645.14

170.15

-80.425

58810.61

9550.44

0.00

5529.20

58810.61

132700.87

153.00

1040.40

128489.40

959.98

261.19

0.65

623.98

169.77

-94.981

58810.61

10050.82

0.00

5301.76

58810.61

132973.81

150.28

1021.90

127594.93

926.92

260.57

0.65

602.50

169.37

-110.074

58810.61

10569.65

0.00

5065.93

58810.61

133256.81

147.56

1003.41

126650.16

893.33

259.91

0.65

580.67

168.94

-125.735

58810.61

11107.96

0.00

4821.24

58810.61

133550.43

144.84

984.91

125655.07

859.18

259.21

0.65

558.47

168.48

-141.994

58810.61

11666.88

0.00

4567.18

58810.61

133855.30

142.12

966.42

124609.68

824.42

258.46

0.65

535.87

168.00

-152.415

58810.61

11762.12

0.00

4303.22

58810.61

133686.57

139.40

947.92

123513.98

795.51

257.20

0.65

517.08

167.18

-161.930

58810.61

11762.12

0.00

4028.74

58810.61

133412.09

136.68

929.42

122367.96

767.49

255.78

0.65

498.87

166.26

-171.831

58810.61

11762.12

0.00

3743.12

58810.61

133126.47

133.96

910.93

121171.64

739.10

254.30

0.65

480.41

165.29

-182.143

58810.61

11762.12

0.00

3445.66

58810.61

132829.01

131.24

892.43

119925.01

710.29

252.75

0.65

461.69

164.29

-192.892

58810.61

11762.12

0.00

3135.61

58810.61

132518.96

128.52

873.94

118628.07

681.04

251.15

0.65

442.68

163.25

-204.105

58810.61

11762.12

0.00

2812.15

58810.61

132195.50

125.80

855.44

117280.82

651.33

249.48

0.65

423.37

162.16

-215.814

58810.61

11762.12

0.00

2474.39

58810.61

131857.75

123.08

836.94

115883.27

621.13

247.74

0.65

403.73

161.03

-229.926

58810.61

11762.12

0.00

2121.37

58529.47

131223.58

120.36

818.45

114435.40

588.52

245.66

0.65

382.54

159.68

-247.655

58810.61

11762.12

0.00

1752.03

57790.78

130115.54

117.64

799.95

112937.22

552.30

243.05

0.65

358.99

157.98

-266.223

58810.61

11762.12

0.00

1365.20

57017.12

128955.05

114.92

781.46

111388.74

515.23

240.34

0.65

334.90

156.22

-285.691

58810.61

11762.12

0.00

959.61

56205.95

127738.30

112.20

762.96

109789.94

477.27

237.53

0.65

310.23

154.39

-306.126

58810.61

11762.12

0.00

533.88

55354.47

126461.09

109.48

744.46

108140.84

438.34

234.60

0.65

284.92

152.49

-327.603

58810.61

11762.12

0.00

86.44

54459.61

125118.79

106.76

725.97

106441.43

398.37

231.56

0.65

258.94

150.51

-350.203

58810.61

11762.12

0.00

-384.38

53517.95

123706.31

104.04

707.47

104691.71

357.27

228.40

0.65

232.23

148.46

-367.296

58810.61

11762.12

0.00

-880.49

52525.74

122217.99

101.32

688.98

102891.68

321.68

225.11

0.65

209.09

146.32

-381.255

58810.61

11762.12

0.00

-1403.97

51478.79

120647.56

98.60

670.48

101041.34

289.22

221.69

0.66

192.17

147.30

-396.006

58810.61

11762.12

0.00

-1957.15

50372.43

118988.02

95.88

651.98

99140.69

255.98

218.13

0.68

174.07

148.33

-411.619

58810.61

11762.12

0.00

-2542.63

49201.47

117231.58

93.16

633.49

97189.73

221.87

214.42

0.70

154.42

149.24

-428.171

58810.61

11762.12

0.00

-3163.32

47960.07

115369.49

90.44

614.99

95188.46

186.82

210.56

0.71

133.10

150.01

-445.750

58810.61

11762.12

0.00

-3822.51

46641.69

113391.91

87.72

596.50

93136.89

150.75

206.53

0.73

109.95

150.63

-464.453

58810.61

11762.12

0.00

-4523.89

45238.93

111287.78

85.00

578.00

91035.00

113.55

202.32

0.75

84.79

151.09

-484.393

58810.61

11762.12

0.00

-5271.64

43743.43

109044.53

82.28

559.50

88882.81

75.11

197.93

0.76

57.44

151.37

-505.697

58810.61

11762.12

0.00

-6070.52

42145.67

106647.89

79.56

541.01

86680.30

35.31

193.33

0.78

27.66

151.46

-524.109

58810.61

11762.12

0.00

-6760.98

40764.75

104576.51

77.35

525.98

84853.72

1.87

189.43

0.80

1.50

151.38

208.00

0.00

208.00

200.00

41.361

58810.61

5364.05

0.00

7432.11

58810.61

130417.38

180.30

1226.06

134680.90

1267.42

265.10

0.65

0.00

0.00

823.82

172.31

PERHITUNGAN FONDASI FOOTPLAT BENTUK EMPAT PERSEGI PANJANG

A. DATA FONDASI FOOT PLAT DATA TANAH Kedalaman fondasi, Berat volume tanah, Sudut gesek dalam, Kohesi, Tahanan konus rata-rata (hasil pengujian sondir), Nilai N hasil uji SPT DIMENSI FONDASI Lebar fondasi arah x, Lebar fondasi arah y, Tebal fondasi, Lebar kolom arah x, Lebar kolom arah y, Posisi kolom (dalam = 40, tepi = 30, sudut = 20)

Df = g= f= c= qc = N=

1.00 1000.00 15.00 0.00 1000.00

m kN/m3  kPa kg/cm2

1000

Bx = By = h= bx = by = as =

1.65

m

1.65

m

0.40

m

0.40

m

0.40

m

fc' = fy = gc =

20.0

MPa

390

MPa kN/m3

40

BAHAN KONSTRUKSI Kuat tekan beton, Kuat leleh baja tulangan, Berat beton bertulang,

24

BEBAN RENCANA FONDASI

Pu = Mux = Muy =

Gaya aksial akibat beban terfaktor, Momen arah x akibat beban terfaktor, Momen arah y akibat beban terfaktor,

625.291

kN

80.000

kNm

80.000

kNm

B. KAPASITAS DUKUNG TANAH 1. MENURUT TERZAGHI DAN PECK (1943) Kapasitas dukung ultimit tanah menurut Terzaghi dan Peck (1943) :

qu = c * Nc * (1 + 0.3 * B / L) + Df * g * Nq + 0.5 * B * Ng * (1 - 0.2 * B / L) c= Df = g= B= L=

kohesi tanah (kN/m2)

c= 0.00  Df = Kedalaman fondasi (m) 1.00 m 3 berat volume tanah (kN/m ) g = 1000.00 kN/m3 B = By = lebar fondasi (m) 1.65 m panjang fondasi (m) 1.65 m L = By = f= Sudut gesek dalam, 15.00  f = f / 180 * p = 0.2617994 rad a = e(3*p / 4 - f/2)*tan f = 1.8153276 Kpg = 3 * tan2 [ 45 + 1/2*( f + 33) ] = 20.359467 Faktor kapasitas dukung tanah menurut Terzaghi :

Nc = 1/ tan f * [ a2 / (2 * cos2 (45 + f/2) - 1 ] = 2

2

Nq = a / [ (2 * cos (45 + f/2) ] = Nc * tan f + 1 = 2

Ng = 1/2 * tan f * [ Kpg / cos f - 1 ] =

12.861 4.446 2.790

Kapasitas dukung ultimit tanah menurut Terzaghi :

qu = c*Nc*(1+0.3*B/L) + Df*g*Nq + 0.5*B*Ng*(1-0.2*B/L) = Kapasitas dukung tanah, q a = qu / 3 =

4448.01

kN/m2

1482.67

kN/m2

2. MENURUT MEYERHOF (1956) Kapasitas dukung tanah menurut Meyerhof (1956) :

qa = qc / 33 * [ ( B + 0.3 ) / B ]2 * Kd Kd = 1 + 0.33 * Df / B dengan,

( dalam kg/cm2) harus  1.33

2 qc = tahanan konus rata-rata hasil sondir pada dasar fondasi ( kg/cm ) B = lebar fondasi (m) B = By = Df = Kedalaman fondasi (m) Df =

1.65

m

1.00

m

Kd = 1 + 0.33 * Df / B = diambil, Kd =  qc = Tahanan konus rata-rata hasil sondir pada dasar fondasi, qa = qc / 33 * [ ( B + 0.3 ) / B ]2 * Kd = qa =

Kapasitas dukung ijin tanah,

1.2

< 1.33

1.2 1000.00

kg/cm2

50.789

kg/cm2

5078.89

kN/m2

3. MENURUT SKEMPTON (1986) Kapasitas dukung tanah menurut Skempton (1986) :

qa = 12.5 * N' * [ ( B + 0.3 ) / B ]2 * Kd N' = CN * N dengan, CN = 2 / ( 1 + po / pr ) Kd = 1 + 0.33 * Df / B Df = B = po = pr = CN = N' =

Kedalaman fondasi (m) lebar fondasi (m) tekanan overburden efektif, tegangan efektif referensi, faktor koreksi overburden , nilai SPT terkoreksi,

( dalam kN/m2 )

harus  1.33

Df = B = By = po = Df * g = pr = CN = 2 / ( 1 + po / pr ) = N' = CN * N = Kd = 1 + 0.33 * Df / B =  Diambil, Kd =

1.00

m

1.65 1000

m kN/m2

100

kN/m2

0.18 181.82 1.2

< 1.33

1.2

Kapasitas dukung ijin tanah,

qa = 12.5 * N' * [ ( B + 0.3 ) / B ]2 * Kd =

3809.17

kN/m2

1482.67

kN/m2

5078.89

kN/m2

3809.17

kN/m2

1482.67

kN/m2

4. KAPASITAS DUKUNG TANAH YANG DIPAKAI Kapasitas dukung tanah menurut Terzaghi dan Peck : Kapasitas dukung tanah menurut Meyerhof : Kapasitas dukung tanah menurut Skempton : Kapasitas dukung tanah yang dipakai :

C. KONTROL TEGANGAN TANAH

qa = qa = qa = qa =

A = Bx * By =

2.7225

m2

Tahanan momen arah x,

Wx = 1/6 * By * Bx2 =

0.7487

m3

Tahanan momen arah y,

Wy = 1/6 * Bx * By2 = z = Df - h = q = h * gc + z * g =

0.7487

m3

Luas dasar foot plat,

Tinggi tanah di atas foot plat, Tekanan akibat berat foot plat dan tanah,

0.60 609.600

m kN/m2

Eksentrisitas pada fondasi :

ex = Mux / Pu = ey = Muy / Pu =

0.1279

< <

m

Bx / 6 = By / 6 =

0.1279 m Tegangan tanah maksimum yang terjadi pada dasar fondasi :

0.2750

m

(OK)

0.2750

m

(OK)

2 qmax = Pu / A + Mux / Wx + Muy / Wy + q = 1052.983 kN/m qmax < qa AMAN (OK) 

Tegangan tanah minimum yang terjadi pada dasar fondasi :

qmin = Pu / A - Mux / Wx - Muy / Wy + q = qmin

>

0

D. GAYA GESER PADA FOOT PLAT 1. TINJAUAN GESER ARAH X



625.568

kN/m2

tak terjadi teg.tarik (OK)

Jarak pusat tulangan terhadap sisi luar beton, Tebal efektif foot plat, Jarak bid. kritis terhadap sisi luar foot plat, Tegangan tanah pada bidang kritis geser arah x,

d' = d = h - d' = ax = ( Bx - bx - d ) / 2 =

qx = qmin + (Bx - ax) / Bx * (qmax - qmin) = Gaya geser arah x, Vux = [ qx + ( qmax - qx ) / 2 - q ] * ax * By = b = By = Lebar bidang geser untuk tinjauan arah x, d= Tebal efektif footplat, Rasio sisi panjang thd. sisi pendek kolom, bc = bx / by =

0.075 0.325

m m

0.463

m

933.177

kN/m2

292.643

kN

1650

mm

325

mm

1.0000 Kuat geser foot plat arah x, diambil nilai terkecil dari Vc yang diperoleh dari pers.sbb. :

Vc = [ 1 + 2 / bc ] * √ fc' * b * d / 6 * 10-3 = 1199.091 kN Vc = [ as * d / b + 2 ] * √ fc' * b * d / 12 * 10-3 = 1974.262 kN Vc = 1 / 3 * √ fc' * b * d * 10-3 =  Vc = f = f * Vc =

Diambil, kuat geser foot plat, Faktor reduksi kekuatan geser, Kuat geser foot plat,

799.394

kN

799.394

kN

0.75 599.546

kN

0.085 0.315

m m

0.468

m

Syarat yang harus dipenuhi,

f * Vc 599.546

≥ >

Vux 292.643



AMAN (OK)

2. TINJAUAN GESER ARAH Y

Jarak pusat tulangan terhadap sisi luar beton, Tebal efektif foot plat, Jarak bid. kritis terhadap sisi luar foot plat, Tegangan tanah pada bidang kritis geser arah y,

d' = d = h - d' = ay = ( By - by - d ) / 2 =

qy = qmin + (By - ay) / By * (qmax - qmin) =

931.882

kN/m2

Vuy = [ qy + ( qmax - qy ) / 2 - q ] * ay * Bx = b = Bx = Lebar bidang geser untuk tinjauan arah y, d= Tebal efektif footplat, Rasio sisi panjang thd. sisi pendek kolom, bc = bx / by = Gaya geser arah y,

295.307

kN

1650

mm

315

mm

1.0000 Kuat geser foot plat arah y, diambil nilai terkecil dari Vc yang diperoleh dari pers.sbb. :

Vc = [ 1 + 2 / bc ] * √ fc' * b * d / 6 * 10-3 = 1162.196 kN Vc = [ as * d / b + 2 ] * √ fc' * b * d / 12 * 10-3 = 1866.558 kN Vc = 1 / 3 * √ fc' * b * d * 10-3 = Vc =  f = f * Vc =

Diambil, kuat geser foot plat, Faktor reduksi kekuatan geser, Kuat geser foot plat,

774.798

kN

774.798

kN

0.75 581.098

kN

0.085 0.32

m m

0.715

m

0.715

m

507.875 0.901

kN m2

2.860

m

Syarat yang harus dipenuhi,

f * Vc 581.098

≥ >

Vux 295.307



AMAN (OK)

3. TINJAUAN GESER DUA ARAH (PONS)

Jarak pusat tulangan terhadap sisi luar beton, Tebal efektif foot plat, Lebar bidang geser pons arah x, Lebar bidang geser pons arah y,

d' = d = h - d' = c x = bx + d = c y = by + d =

Gaya geser pons yang terjadi,

Vup = ( Bx * By - cx * cy ) * [ ( qmax + qmin ) / 2 - q ] = Luas bidang geser pons, Ap = 2 * ( cx + cy ) * d = bp = 2 * ( cx + cy ) = Lebar bidang geser pons,

bc = bx / by =

Rasio sisi panjang thd. sisi pendek kolom,

1.0000

Tegangan geser pons, diambil nilai terkecil dari fp yang diperoleh dari pers.sbb. :

fp = [ 1 + 2 / bc ] * √ fc' / 6 =

2.236

MPa

fp = [ as * d / bp + 2 ] * √ fc' / 12 =

2.387

MPa

fp = 1 / 3 * √ fc' = fp = f = f * Vnp = f * Ap * fp * 103 =

1.491

MPa

1.491

MPa

Tegangan geser pons yang disyaratkan, Faktor reduksi kekuatan geser pons, Kuat geser pons, Syarat :

f * Vnp 1007.237

f * Vnp 1007.237

≥

1007.24

kN

0.625

m

Vup

>

≥

0.75

507.875



AMAN (OK)



AMAN (OK)

Pu

>

625.291

E. PEMBESIAN FOOTPLAT 1. TULANGAN LENTUR ARAH X

Jarak tepi kolom terhadap sisi luar foot plat, Tegangan tanah pada tepi kolom,

ax = ( Bx - bx ) / 2 =

qx = qmin + (Bx - ax) / Bx * (qmax - qmin) =

891.083

kN/m2

Momen yang terjadi pada plat fondasi akibat tegangan tanah,

Mux = 1/2 * ax2 * [ qx + 2/3 * ( qmax - qx ) - q ] * By = 125.495 b = By = Lebar plat fondasi yang ditinjau, 1650 Tebal plat fondasi, 400 h= Jarak pusat tulangan thd. sisi luar beton, 75 d' = Tebal efektif plat, 325 d = h - d' = fc' = Kuat tekan beton, 20 fy = Kuat leleh baja tulangan, 390 Modulus elastis baja, Es = 2.00E+05

kNm mm mm mm mm MPa MPa MPa

0.85 b1 = rb = b1* 0.85 * fc’/ fy * 600 / ( 600 + fy ) = 0.0224553 f = Faktor reduksi kekuatan lentur, 0.80 5.299 Rmax = 0.75 * rb * fy * [1-½*0.75* rb * fy / ( 0.85 * fc’ ) ] = Mn = Mux / f = 156.869 kNm Faktor distribusi teg. beton,

Rn = Mn * 106 / ( b * d2 ) =

<

Rn

Rmax



0.90009

(OK)

Rasio tulangan yang diperlukan,

r = 0.85 * fc’ / fy * [ 1 -  {1 – 2 * Rn / ( 0.85 * fc’ ) } ] = rmin = Rasio tulangan minimum, r= Rasio tulangan yang digunakan,  Luas tulangan yang diperlukan, Diameter tulangan yang digunakan, Jarak tulangan yang diperlukan, Jarak tulangan maksimum, Jarak tulangan yang digunakan, Digunakan tulangan, Luas tulangan terpakai,

0.0024 0.0025 0.0025

As = r * b * d = 1340.63 D 16 2 s = p / 4 * D * b / As = 247 smax = 200 s=  200 D 16 100 2 As = p / 4 * D * b / s = 3317.52

mm2 mm mm mm mm mm2

2. TULANGAN LENTUR ARAH Y

Jarak tepi kolom terhadap sisi luar foot plat, Tegangan tanah pada tepi kolom,

ay = ( By - by ) / 2 =

qy = qmin + (By - ay) / By * (qmax - qmin) =

0.625

m

891.083

kN/m2

125.495

kNm

1650

mm

400 85

mm mm

Momen yang terjadi pada plat fondasi akibat tegangan tanah,

Muy = 1/2 * ay2 * [ qy + 2/3 * ( qmax - qy ) - q ] * Bx = Lebar plat fondasi yang ditinjau, b = Bx = Tebal plat fondasi, h= Jarak pusat tulangan thd. sisi luar beton, d' =

315 mm d = h - d' = Kuat tekan beton, 20 MPa fc' = fy = Kuat leleh baja tulangan, 390 MPa Modulus elastis baja, Es = 2.00E+05 MPa Faktor distribusi teg. beton, 0.85 b1 = rb = b1* 0.85 * fc’/ fy * 600 / ( 600 + fy ) = 0.0224553 f = Faktor reduksi kekuatan lentur, 0.80 5.299 Rmax = 0.75 * rb * fy * [1-½*0.75* rb * fy / ( 0.85 * fc’ ) ] = Mn = Muy / f = 156.869 kNm Tebal efektif plat,

Rn = Mn * 106 / ( b * d2 ) = Rn

<

Rmax



0.95815

(OK)

Rasio tulangan yang diperlukan,

r = 0.85 * fc’ / fy * [ 1 -  {1 – 2 * Rn / ( 0.85 * fc’ ) } ] = rmin = Rasio tulangan minimum, r=  Rasio tulangan yang digunakan, Luas tulangan yang diperlukan, Diameter tulangan yang digunakan, Jarak tulangan yang diperlukan, Jarak tulangan maksimum, Jarak tulangan yang digunakan, Digunakan tulangan, Luas tulangan terpakai,

3. TULANGAN SUSUT

0.0025 0.0025 0.0025

As = r * b * d = 1315.09 D 16 2 252 s = p / 4 * D * b / As = 200 smax =  s= 200 D 16 100 2 As = p / 4 * D * b / s = 3317.52

mm2 mm mm mm mm mm2

Rasio tulangan susut minimum, Luas tulangan susut arah x, Luas tulangan susut arah y, Diameter tulangan yang digunakan,

rsmin = 0.0014 Asx = rsmin* d * Bx = 750.750 Asy = rsmin* d * By = 727.650  10

sx = p / 4 * 2 * By / Asx = sx,max = Jarak tulangan susut maksimum arah x,  Jarak tulangan susut arah x yang digunakan, sx = Jarak tulangan susut arah x,

mm2 mm2 mm

173

mm

200

mm

173

mm

178 sy = p / 4 * 2 * Bx / Asy = sy,max = Jarak tulangan susut maksimum arah y, 200 sy = Jarak tulangan susut arah y yang digunakan, 178   10 100 Digunakan tulangan susut arah x, Digunakan tulangan susut arah y,  10 100

mm

Jarak tulangan susut arah y,

mm mm

LAMPIRAN PERHITUNGAN SAP TABLE: Element Forces - Frames Frame Station OutputCase Text m Text 1 0 1.4DL 1 0.6 1.4DL 1 1.2 1.4DL 1 1.8 1.4DL 1 2.4 1.4DL 1 3 1.4DL 1 0 1.2DL+1.6LL 1 0.6 1.2DL+1.6LL 1 1.2 1.2DL+1.6LL 1 1.8 1.2DL+1.6LL 1 2.4 1.2DL+1.6LL 1 3 1.2DL+1.6LL 2 0 1.4DL 2 0.5 1.4DL 2 1 1.4DL 2 1.5 1.4DL 2 2 1.4DL 2 0 1.2DL+1.6LL 2 0.5 1.2DL+1.6LL 2 1 1.2DL+1.6LL 2 1.5 1.2DL+1.6LL 2 2 1.2DL+1.6LL 3 0 1.4DL 3 0.58333 1.4DL 3 1.16667 1.4DL 3 1.75 1.4DL 3 2.33333 1.4DL 3 2.91667 1.4DL 3 3.5 1.4DL 3 0 1.2DL+1.6LL 3 0.58333 1.2DL+1.6LL 3 1.16667 1.2DL+1.6LL 3 1.75 1.2DL+1.6LL 3 2.33333 1.2DL+1.6LL

CaseType Text Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination

P KN 0.74 0.74 0.74 0.74 0.74 0.74 0.688 0.688 0.688 0.688 0.688 0.688 0.125 0.125 0.125 0.125 0.125 0.132 0.132 0.132 0.132 0.132 2.392 2.392 2.392 2.392 2.392 2.392 2.392 2.143 2.143 2.143 2.143 2.143

V2 KN -41.57 -27.4 -11.67 4.262 20 34.16 -39.31 -26.47 -11.07 4.643 20.04 32.89 -27.71 -16.03 -3.116 9.798 21.47 -26.69 -16.19 -3.678 8.831 19.33 -41.06 -28.18 -15.3 -2.426 10.45 23.33 36.21 -35.27 -24.24 -13.2 -2.159 8.879

V3 KN 0.01 0.01 0.01 0.01 0.01 0.01 0.009 0.009 0.009 0.009 0.009 0.009 0.017 0.017 0.017 0.017 0.017 0.014 0.014 0.014 0.014 0.014 -0.012 -0.012 -0.012 -0.012 -0.012 -0.012 -0.012 -0.007 -0.007 -0.007 -0.007 -0.007

T KN-m -0.974 -0.974 -0.974 -0.974 -0.974 -0.974 -0.698 -0.698 -0.698 -0.698 -0.698 -0.698 0.878 0.878 0.878 0.878 0.878 0.823 0.823 0.823 0.823 0.823 0.088 0.088 0.088 0.088 0.088 0.088 0.088 -0.36 -0.36 -0.36 -0.36 -0.36

M2 KN-m 0.013 0.006 3E-04 -0.006 -0.012 -0.018 0.011 0.005 -6E-04 -0.006 -0.012 -0.018 0.017 0.009 -5E-05 -0.009 -0.017 0.015 0.008 0.001 -0.006 -0.013 -0.008 -0.001 0.006 0.012 0.019 0.026 0.032 -0.001 0.003 0.007 0.012 0.016

M3 KN-m -25.67 -4.886 6.874 9.095 1.777 -14.56 -24.01 -4.13 7.196 9.124 1.654 -14.37 -15 -4.012 0.819 -0.896 -8.767 -14.76 -3.953 1.086 -0.275 -7.402 -22.07 -1.874 10.81 15.98 13.64 3.786 -13.58 -18.93 -1.573 9.345 13.82 11.86

3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

2.91667 3.5 0 0.5 1 1.5 2 2 2.5 3 3.5 0 0.5 1 1.5 2 2 2.5 3 3.5 0 0.6 1.2 1.8 2.4 3 3 3.58333 4.16667 4.75 0 0.6 1.2 1.8 2.4 3 3 3.58333 4.16667 4.75

1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL

Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination

2.143 2.143 5.359 5.359 5.359 5.359 5.359 3.391 3.391 3.391 3.391 4.709 4.709 4.709 4.709 4.709 3.011 3.011 3.011 3.011 4.447 4.447 4.447 4.447 4.447 4.447 5.39 5.39 5.39 5.39 4 4 4 4 4 4 4.919 4.919 4.919 4.919

19.92 30.96 -51.54 -40.5 -29.46 -18.43 -7.388 29.62 41.3 53.94 65.61 -45.16 -35.7 -26.24 -16.78 -7.313 27.77 38.27 50.32 60.82 -74.47 -60.31 -44.3 -26.92 -10.91 3.251 43.81 57.55 72.6 86.35 -72.48 -59.63 -43.79 -25.71 -9.878 2.969 43.34 55.79 70.36 82.81

-0.007 -0.007 0.085 0.085 0.085 0.085 0.085 -0.029 -0.029 -0.029 -0.029 0.067 0.067 0.067 0.067 0.067 -0.028 -0.028 -0.028 -0.028 0.004 0.004 0.004 0.004 0.004 0.004 -0.058 -0.058 -0.058 -0.058 0.004 0.004 0.004 0.004 0.004 0.004 -0.059 -0.059 -0.059 -0.059

-0.36 -0.36 6.084 6.084 6.084 6.084 6.084 -5.891 -5.891 -5.891 -5.891 6.266 6.266 6.266 6.266 6.266 -5.574 -5.574 -5.574 -5.574 3.641 3.641 3.641 3.641 3.641 3.641 -8.473 -8.473 -8.473 -8.473 4.3 4.3 4.3 4.3 4.3 4.3 -8.89 -8.89 -8.89 -8.89

0.02 0.024 0.056 0.013 -0.029 -0.071 -0.113 -0.005 0.01 0.024 0.039 0.039 0.006 -0.028 -0.061 -0.095 -0.003 0.011 0.025 0.039 0.016 0.013 0.011 0.008 0.006 0.003 -0.07 -0.036 -0.002 0.032 0.013 0.011 0.009 0.006 0.004 0.002 -0.069 -0.035 -4E-04 0.034

3.465 -11.37 -29.27 -6.264 11.23 23.2 29.65 25.52 7.84 -15.97 -45.91 -25.75 -5.537 9.947 20.7 26.72 22.9 6.481 -15.67 -43.54 -64.5 -23.97 7.502 28.87 40.13 42.33 43.27 13.79 -24.17 -70.62 -62.84 -23.06 8.116 28.97 39.5 41.42 42.3 13.52 -23.27 -68.08

6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8

0 0.58333 1.16667 1.75 1.75 2.35 2.95 3.55 4.15 4.75 0 0.58333 1.16667 1.75 1.75 2.35 2.95 3.55 4.15 4.75 0 0.58333 1.16667 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 2.33333 2.91667 3.5 0 0.5 1 1.5 2 0

1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL

Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination

5.099 5.099 5.099 5.099 12.3 12.3 12.3 12.3 12.3 12.3 4.476 4.476 4.476 4.476 10.83 10.83 10.83 10.83 10.83 10.83 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.12 6.12 6.12 6.12 6.12 6.12 6.12 5.447 5.447 5.447 5.447 5.447 4.868

-59.03 -45.29 -30.24 -16.49 -15.38 -2.132 11.11 24.36 37.61 50.85 -54.73 -42.28 -27.71 -15.26 -12.38 -1.023 10.33 21.68 33.04 44.39 -44.6 -26.92 -9.235 8.449 26.13 43.82 61.5 -45.21 -27.19 -9.165 8.857 26.88 44.9 62.92 -84.03 -72.35 -59.4 -45.17 -30.94 -82.85

0.032 0.032 0.032 0.032 -0.117 -0.117 -0.117 -0.117 -0.117 -0.117 0.033 0.033 0.033 0.033 -0.106 -0.106 -0.106 -0.106 -0.106 -0.106 0.081 0.081 0.081 0.081 0.081 0.081 0.081 0.066 0.066 0.066 0.066 0.066 0.066 0.066 0.037 0.037 0.037 0.037 0.037 0.034

0.009 0.009 0.009 0.009 -0.513 -0.513 -0.513 -0.513 -0.513 -0.513 0.287 0.287 0.287 0.287 -1.092 -1.092 -1.092 -1.092 -1.092 -1.092 2.301 2.301 2.301 2.301 2.301 2.301 2.301 2.626 2.626 2.626 2.626 2.626 2.626 2.626 10.07 10.07 10.07 10.07 10.07 10.71

0.064 0.046 0.027 0.009 -0.208 -0.138 -0.067 0.003 0.073 0.144 0.065 0.045 0.026 0.007 -0.188 -0.124 -0.061 0.003 0.067 0.13 0.16 0.113 0.065 0.018 -0.03 -0.077 -0.124 0.131 0.093 0.055 0.016 -0.022 -0.06 -0.098 0.052 0.034 0.015 -0.003 -0.022 0.046

-53.79 -23.28 -1.25 12.29 19.26 24.51 21.82 11.17 -7.416 -33.95 -50.25 -21.81 -1.397 11 18.07 22.09 19.3 9.695 -6.722 -29.95 -18.99 1.874 12.42 12.65 2.562 -17.84 -48.56 -18.73 2.39 12.99 13.08 2.659 -18.28 -49.73 -73.4 -34.25 -1.264 24.93 43.9 -73.35

8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 10 10 10 10 10 11 11 11 11 11 11 11 11 11 11 11 11 11 11

0.5 1 1.5 2 0 0.5 1 1 1.5 2 2.5 3 0 0.5 1 1 1.5 2 2.5 3 0 3.1 6.2 0 3.1 6.2 0 0.58333 1.16667 1.75 1.75 2.35 2.95 3.55 4.15 4.75 0 0.58333 1.16667 1.75

1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL

Combination 4.868 Combination 4.868 Combination 4.868 Combination 4.868 Combination 5.447 Combination 5.447 Combination 5.447 Combination 5.581 Combination 5.581 Combination 5.581 Combination 5.581 Combination 5.581 Combination 4.868 Combination 4.868 Combination 4.868 Combination 5.067 Combination 5.067 Combination 5.067 Combination 5.067 Combination 5.067 Combination -257.5 Combination -241.2 Combination -224.8 Combination -236.6 Combination -222.6 Combination -208.6 Combination 1.639 Combination 1.639 Combination 1.639 Combination 1.639 Combination 2.616 Combination 2.616 Combination 2.616 Combination 2.616 Combination 2.616 Combination 2.616 Combination 1.61 Combination 1.61 Combination 1.61 Combination 1.61

-72.35 -59.78 -45.13 -30.48 -30.94 -17.98 -6.304 51.77 63.45 76.4 89.35 101 -30.48 -17.91 -7.406 51.59 62.08 74.66 87.23 97.73 -2.83 -2.83 -2.83 -2.913 -2.913 -2.913 -96.56 -81.96 -65.42 -50.83 -10.76 4.303 21.74 39.58 57.01 72.07 -98.96 -85.13 -68.14 -54.31

0.034 0.034 0.034 0.034 0.037 0.037 0.037 -0.109 -0.109 -0.109 -0.109 -0.109 0.034 0.034 0.034 -0.103 -0.103 -0.103 -0.103 -0.103 0.093 0.093 0.093 -0.063 -0.063 -0.063 0.123 0.123 0.123 0.123 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 0.118 0.118 0.118 0.118

10.71 10.71 10.71 10.71 10.07 10.07 10.07 -12.76 -12.76 -12.76 -12.76 -12.76 10.71 10.71 10.71 -13.76 -13.76 -13.76 -13.76 -13.76 0.03 0.03 0.03 0.032 0.032 0.032 -0.863 -0.863 -0.863 -0.863 -2.743 -2.743 -2.743 -2.743 -2.743 -2.743 0.16 0.16 0.16 0.16

0.029 0.012 -0.005 -0.022 -0.022 -0.04 -0.059 -0.109 -0.054 3E-04 0.055 0.109 -0.022 -0.039 -0.056 -0.101 -0.05 0.002 0.053 0.104 -0.68 -0.969 -1.259 -0.943 -0.749 -0.555 0.111 0.039 -0.033 -0.105 -0.013 -0.007 -0.001 0.005 0.01 0.016 0.105 0.036 -0.033 -0.102

-34.47 -1.346 24.97 43.78 43.9 56.08 62.09 63.13 34.38 -0.53 -42.02 -89.67 43.78 55.79 62.03 63.06 34.73 0.629 -39.93 -86.26 -5.906 2.866 11.64 -6.036 2.995 12.03 -90.28 -38.05 4.939 38.68 32.79 34.9 27.16 8.763 -20.28 -59.19 -92.83 -38.87 5.837 41.28

11 11 11 11 11 11 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14

1.75 2.35 2.95 3.55 4.15 4.75 0 0.58333 1.16667 1.75 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 1.75 2.33333 2.91667 3.5 0 0.5 1 1.5 2 0 0.5 1 1.5 2 0 0.5 1 1.5 0 0.5 1 1.5

1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL

Combination 2.517 Combination 2.517 Combination 2.517 Combination 2.517 Combination 2.517 Combination 2.517 Combination 1.793 Combination 1.793 Combination 1.793 Combination 1.793 Combination 1.841 Combination 1.841 Combination 1.841 Combination 1.841 Combination 1.673 Combination 1.673 Combination 1.673 Combination 1.673 Combination 1.727 Combination 1.727 Combination 1.727 Combination 1.727 Combination -0.226 Combination -0.226 Combination -0.226 Combination -0.226 Combination -0.226 Combination -0.197 Combination -0.197 Combination -0.197 Combination -0.197 Combination -0.197 Combination -0.591 Combination -0.591 Combination -0.591 Combination -0.591 Combination -0.552 Combination -0.552 Combination -0.552 Combination -0.552

-9.518 4.783 22.94 41.77 59.93 74.23 -64.67 -50.07 -33.53 -18.93 6.345 20.94 37.48 52.08 -66.22 -52.39 -35.4 -21.57 7.706 21.54 38.53 52.36 -35.41 -24.48 -12.42 -0.37 10.57 -33.61 -23.74 -12.07 -0.386 9.478 -14.25 -3.089 9.988 21.15 -14.13 -3.578 10.08 20.63

-0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.025 -0.025 -0.025 -0.025 0.01 0.01 0.01 0.01 -0.023 -0.023 -0.023 -0.023 0.008 0.008 0.008 0.008 -0.015 -0.015 -0.015 -0.015 -0.015 -0.013 -0.013 -0.013 -0.013 -0.013 -0.001 -0.001 -0.001 -0.001 -0.002 -0.002 -0.002 -0.002

-3.951 -3.951 -3.951 -3.951 -3.951 -3.951 0.183 0.183 0.183 0.183 0.108 0.108 0.108 0.108 0.867 0.867 0.867 0.867 -0.867 -0.867 -0.867 -0.867 1.074 1.074 1.074 1.074 1.074 1.027 1.027 1.027 1.027 1.027 0.506 0.506 0.506 0.506 0.354 0.354 0.354 0.354

-0.013 -0.007 -9E-04 0.005 0.011 0.017 -0.054 -0.039 -0.025 -0.01 0.023 0.018 0.012 0.006 -0.051 -0.038 -0.025 -0.011 0.022 0.017 0.013 0.008 -0.006 0.001 0.009 0.016 0.024 -0.004 0.003 0.009 0.016 0.022 -0.003 -0.002 -0.002 -0.001 -0.004 -0.003 -0.002 -1E-03

35.31 37.02 28.81 9.396 -21.22 -61.76 -46.96 -13.33 11.05 26.19 26.33 18.54 1.495 -24.79 -49.43 -14.57 11.03 27.38 27.54 19.28 1.757 -25.02 -11.15 3.879 13.13 16.3 13.7 -10.95 3.48 12.48 15.54 13.19 -2.278 2.164 0.439 -7.452 -2.482 2.117 0.49 -7.361

15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 16 16 16 16 16 16 16 16 16 16 17 17 17 17 17 17 17 17 17 17 17 17

0 0.5 1 1.5 2 2 2.5 3 3.5 0 0.5 1 1.5 2 2 2.5 3 3.5 0 0.5 1 1.5 2 0 0.5 1 1.5 2 0 0.5 1 1 1.5 2 2.5 3 0 0.5 1 1

1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL

Combination 2.11 Combination 2.11 Combination 2.11 Combination 2.11 Combination 2.11 Combination 1.91 Combination 1.91 Combination 1.91 Combination 1.91 Combination 2.065 Combination 2.065 Combination 2.065 Combination 2.065 Combination 2.065 Combination 1.785 Combination 1.785 Combination 1.785 Combination 1.785 Combination -1.289 Combination -1.289 Combination -1.289 Combination -1.289 Combination -1.289 Combination -1.178 Combination -1.178 Combination -1.178 Combination -1.178 Combination -1.178 Combination -1.462 Combination -1.462 Combination -1.462 Combination -0.942 Combination -0.942 Combination -0.942 Combination -0.942 Combination -0.942 Combination -1.301 Combination -1.301 Combination -1.301 Combination -0.81

-58.83 -46.51 -31.81 -15.82 -0.312 26.34 41.21 55.76 68.07 -59.8 -48.27 -32.84 -15.34 1.389 26.32 42.01 57.18 68.71 -16.91 -4.599 10.23 26.34 41.21 -17.32 -5.778 9.843 27.54 43.23 -68.87 -55.27 -41.72 -3.366 10.55 25.73 40.56 52.88 -75.05 -61.43 -47.89 -2.801

0.029 0.029 0.029 0.029 0.029 -0.038 -0.038 -0.038 -0.038 0.027 0.027 0.027 0.027 0.027 -0.032 -0.032 -0.032 -0.032 0.114 0.114 0.114 0.114 0.114 0.109 0.109 0.109 0.109 0.109 -1.014 -1.014 -1.014 0.101 0.101 0.101 0.101 0.101 -0.971 -0.971 -0.971 0.097

4.214 4.214 4.214 4.214 4.214 -7.181 -7.181 -7.181 -7.181 4.203 4.203 4.203 4.203 4.203 -7.069 -7.069 -7.069 -7.069 2.937 2.937 2.937 2.937 2.937 3.227 3.227 3.227 3.227 3.227 -15.86 -15.86 -15.86 5.9 5.9 5.9 5.9 5.9 -20.12 -20.12 -20.12 7.716

0.028 0.014 -4E-04 -0.015 -0.029 -0.021 -0.002 0.018 0.037 0.026 0.012 -0.001 -0.015 -0.029 -0.016 -4E-04 0.016 0.032 0.1 0.043 -0.014 -0.071 -0.128 0.095 0.04 -0.014 -0.068 -0.123 -0.498 0.009 0.516 0.119 0.069 0.018 -0.033 -0.083 -0.477 0.009 0.494 0.115

-28.03 -1.591 18.07 30 33.98 33.75 16.86 -7.431 -38.49 -28.9 -1.709 18.7 30.78 34.18 34.12 17.03 -7.85 -39.5 -7.19 -1.705 -3.015 -12.15 -29.14 -8.029 -2.083 -2.94 -12.27 -30.14 -33.85 -2.815 21.42 17.22 15.48 6.466 -10.21 -33.67 -36.87 -2.754 24.56 19.89

17 17 17 17 18 18 18 18 18 18 18 18 18 18 18 18 18 18 19 19 19 19 19 19 20 20 20 20 20 20 21 21 21 21 21 21 21 21 21 21

1.5 2 2.5 3 0 0.58333 1.16667 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 2.33333 2.91667 3.5 0 3.1 6.2 0 3.1 6.2 0 3.1 6.2 0 3.1 6.2 0 0.58333 1.16667 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667

1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL

Combination -0.81 Combination -0.81 Combination -0.81 Combination -0.81 Combination 0.149 Combination 0.149 Combination 0.149 Combination 0.149 Combination 0.149 Combination 0.149 Combination 0.149 Combination 0.32 Combination 0.32 Combination 0.32 Combination 0.32 Combination 0.32 Combination 0.32 Combination 0.32 Combination -422.5 Combination -406.1 Combination -389.8 Combination -405.4 Combination -391.4 Combination -377.4 Combination -600.7 Combination -584.4 Combination -568 Combination -582.9 Combination -568.9 Combination -554.9 Combination -0.341 Combination -0.341 Combination -0.341 Combination -0.341 Combination -0.341 Combination -0.341 Combination -0.341 Combination -0.321 Combination -0.321 Combination -0.321

11.33 27.54 43.16 54.69 -40.31 -24.74 -6.117 12.94 25.3 32.39 36.43 -54.94 -34.76 -9.637 16.19 33.1 42.84 47.64 -1.312 -1.312 -1.312 -1.457 -1.457 -1.457 -2.983 -2.983 -2.983 -2.692 -2.692 -2.692 -45.98 -32.23 -15.22 3.587 22.39 39.4 53.15 -48.52 -35.4 -16.98

0.097 0.097 0.097 0.097 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.348 0.348 0.348 -0.011 -0.011 -0.011 -3.565 -3.565 -3.565 -4.664 -4.664 -4.664 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003

7.716 7.716 7.716 7.716 -1.565 -1.565 -1.565 -1.565 -1.565 -1.565 -1.565 -1.442 -1.442 -1.442 -1.442 -1.442 -1.442 -1.442 0.022 0.022 0.022 0.024 0.024 0.024 0.024 0.024 0.024 0.026 0.026 0.026 0.252 0.252 0.252 0.252 0.252 0.252 0.252 0.379 0.379 0.379

0.066 0.018 -0.031 -0.079 0.022 0.019 0.017 0.014 0.011 0.008 0.005 0.021 0.018 0.016 0.013 0.011 0.008 0.006 -0.105 -1.185 -2.265 -0.783 -0.749 -0.716 -8.099 2.952 14 -10.29 4.167 18.63 -8E-04 -0.002 -0.004 -0.006 -0.007 -0.009 -0.01 -1E-04 -0.002 -0.003

17.84 8.215 -9.617 -34.25 -13.9 5.245 14.33 12.34 0.368 -16.54 -36.78 -20.06 6.375 19.46 17.55 2.082 -20.21 -46.87 -2.784 1.285 5.354 -3.039 1.478 5.995 -6.206 3.042 12.29 -5.565 2.778 11.12 -19.36 3.624 17.59 21.03 13.4 -4.746 -31.91 -21.08 3.672 19.16

21 21 21 21 22 22 22 22 22 22 22 22 23 23 23 23 23 23 23 23 23 23 23 23 24 24 24 24 24 24 24 24 25 25 25 25 25 25 26 26

1.75 2.33333 2.91667 3.5 0 0.5 1 1.5 0 0.5 1 1.5 0 0.6 1.2 1.8 2.4 3 0 0.6 1.2 1.8 2.4 3 0 0.58333 1.16667 1.75 0 0.58333 1.16667 1.75 0 0.5 1 0 0.5 1 0 0.5

1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL

Combination -0.321 Combination -0.321 Combination -0.321 Combination -0.321 Combination -0.073 Combination -0.073 Combination -0.073 Combination -0.073 Combination -9E-04 Combination -9E-04 Combination -9E-04 Combination -9E-04 Combination -0.005 Combination -0.005 Combination -0.005 Combination -0.005 Combination -0.005 Combination -0.005 Combination -0.006 Combination -0.006 Combination -0.006 Combination -0.006 Combination -0.006 Combination -0.006 Combination 1.514 Combination 1.514 Combination 1.514 Combination 1.514 Combination 1.402 Combination 1.402 Combination 1.402 Combination 1.402 Combination -0.214 Combination -0.214 Combination -0.214 Combination -0.207 Combination -0.207 Combination -0.207 Combination -0.181 Combination -0.181

4.354 25.69 44.11 57.23 16 17.87 20.7 22.58 14.58 16.67 20.33 22.42 -52.49 -38.29 -20.52 -0.963 16.81 31 -55.03 -41.45 -22.06 0.232 19.62 33.2 22.51 25.69 31.48 34.66 20.83 24.89 33.19 37.25 -30.56 -18.98 -7.41 -28.54 -17.64 -6.738 -56.47 -44.79

0.003 0.003 0.003 0.003 0.031 0.031 0.031 0.031 0.032 0.032 0.032 0.032 6E-04 6E-04 6E-04 6E-04 6E-04 6E-04 7E-04 7E-04 7E-04 7E-04 7E-04 7E-04 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 0.021 0.021 0.021 0.02 0.02 0.02 0.148 0.148

0.379 0.379 0.379 0.379 -1.245 -1.245 -1.245 -1.245 -0.906 -0.906 -0.906 -0.906 0.311 0.311 0.311 0.311 0.311 0.311 0.482 0.482 0.482 0.482 0.482 0.482 -1.051 -1.051 -1.051 -1.051 -1.007 -1.007 -1.007 -1.007 -1.585 -1.585 -1.585 -1.189 -1.189 -1.189 16.22 16.22

-0.005 -0.007 -0.008 -0.01 0.026 0.01 -0.005 -0.021 0.025 0.009 -0.007 -0.023 0.002 0.001 0.001 7E-04 3E-04 -1E-05 0.002 0.002 0.002 0.001 7E-04 2E-04 -0.014 -0.008 -0.003 0.003 -0.014 -0.008 -0.003 0.003 0.001 -0.009 -0.02 0.003 -0.008 -0.018 0.206 0.132

22.92 14.08 -6.487 -36.32 14.98 6.564 -3.078 -13.95 14.26 6.532 -2.718 -13.49 -21.72 5.699 23.5 29.95 25.03 10.51 -23.48 5.762 25.08 31.63 25.41 9.263 19.4 5.51 -11.16 -30.62 18.38 5.317 -11.62 -32.44 -22.25 -9.754 -3.262 -20.98 -9.267 -3.345 -46.3 -20.93

26 26 26 26 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 28 28 28 28 28 28 28 28 28 28 28 28 29 29 29 29

1 0 0.5 1 0 0.58333 1.16667 1.75 1.75 2 2 2.5 3 3.5 0 0.58333 1.16667 1.75 1.75 2 2 2.5 3 3.5 0 0.6 1.2 1.8 2.4 3 0 0.6 1.2 1.8 2.4 3 0 3.1 6.2 0

1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL

Combination -0.181 Combination -0.165 Combination -0.165 Combination -0.165 Combination 3.861 Combination 3.861 Combination 3.861 Combination 3.861 Combination 5.225 Combination 5.225 Combination 3.476 Combination 3.476 Combination 3.476 Combination 3.476 Combination 3.779 Combination 3.779 Combination 3.779 Combination 3.779 Combination 5.127 Combination 5.127 Combination 3.375 Combination 3.375 Combination 3.375 Combination 3.375 Combination 3.241 Combination 3.241 Combination 3.241 Combination 3.241 Combination 3.241 Combination 3.241 Combination 3.161 Combination 3.161 Combination 3.161 Combination 3.161 Combination 3.161 Combination 3.161 Combination -404 Combination -387.7 Combination -371.3 Combination -376.5

-33.12 -51.34 -40.84 -30.34 -52.63 -37.92 -21.91 -7.204 3.07 9.062 36.14 40.03 45.44 48.7 -62.58 -43.81 -22.93 -4.162 6.461 14.03 39.95 44.76 52.03 55.8 -85.21 -70.12 -51.36 -29.84 -11.08 4.008 -91.57 -77.22 -56.91 -32.11 -11.79 2.555 7.553 7.553 7.553 7.791

0.148 0.138 0.138 0.138 -0.009 -0.009 -0.009 -0.009 -0.573 -0.573 0.018 0.018 0.018 0.018 -0.01 -0.01 -0.01 -0.01 -0.686 -0.686 0.022 0.022 0.022 0.022 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -4 -4 -4 -4.365

16.22 14.71 14.71 14.71 -3.144 -3.144 -3.144 -3.144 -13.37 -13.37 3.441 3.441 3.441 3.441 -2.717 -2.717 -2.717 -2.717 -13.49 -13.49 2.788 2.788 2.788 2.788 0.335 0.335 0.335 0.335 0.335 0.335 1.123 1.123 1.123 1.123 1.123 1.123 0.025 0.025 0.025 0.027

0.059 0.19 0.121 0.052 0.005 0.01 0.015 0.02 -0.025 0.119 0.005 -0.004 -0.013 -0.022 0.001 0.007 0.013 0.019 -0.038 0.134 0.01 -1E-03 -0.012 -0.023 -0.014 -0.012 -0.01 -0.009 -0.007 -0.005 -0.014 -0.012 -0.01 -0.008 -0.006 -0.004 -8.941 3.459 15.86 -9.618

-1.504 -42.03 -18.9 -1.186 -27.34 -0.845 16.61 25.02 24.92 23.4 20.63 1.693 -19.71 -43.35 -30.61 0.553 20.02 27.78 27.84 25.27 22.7 1.696 -22.56 -49.69 -72.57 -25.79 10.84 35.2 47.29 49.22 -79.67 -28.73 11.81 38.51 51.38 53.85 15.45 -7.961 -31.37 15.98

29 29 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 31 31 31 31 31 31 31 31 32 32 32 32 32 32 32 32 32 32 33 33 33 33

3.1 6.2 0 0.58333 1.16667 1.75 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 0 0.58333 1.16667 1.75 0 0.5 1 1.5 2 0 0.5 1 1.5 2 0 0.6 1.2 1.8

1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL

Combination -362.5 Combination -348.5 Combination 0.452 Combination 0.452 Combination 0.452 Combination 0.452 Combination 0.309 Combination 0.309 Combination 0.309 Combination 0.309 Combination 0.429 Combination 0.429 Combination 0.429 Combination 0.429 Combination 0.284 Combination 0.284 Combination 0.284 Combination 0.284 Combination 2.176 Combination 2.176 Combination 2.176 Combination 2.176 Combination 2.125 Combination 2.125 Combination 2.125 Combination 2.125 Combination 0.142 Combination 0.142 Combination 0.142 Combination 0.142 Combination 0.142 Combination 0.165 Combination 0.165 Combination 0.165 Combination 0.165 Combination 0.165 Combination -0.097 Combination -0.097 Combination -0.097 Combination -0.097

7.791 7.791 -18.53 -15.35 -9.559 -6.379 7.458 10.64 16.42 19.6 -23.5 -19.44 -11.14 -7.083 8.63 12.69 20.99 25.05 75.63 79.68 86.33 90.37 80.67 85.47 94.51 99.31 -10.01 -7.501 -2.515 2.472 4.984 -12.46 -9.325 -2.17 4.984 8.119 -11.88 -8.554 -2.094 4.751

-4.365 -4.365 -0.008 -0.008 -0.008 -0.008 0.008 0.008 0.008 0.008 -0.008 -0.008 -0.008 -0.008 0.007 0.007 0.007 0.007 -0.025 -0.025 -0.025 -0.025 -0.024 -0.024 -0.024 -0.024 0.001 0.001 0.001 0.001 0.001 0.002 0.002 0.002 0.002 0.002 7E-04 7E-04 7E-04 7E-04

0.027 0.027 0.157 0.157 0.157 0.157 0.081 0.081 0.081 0.081 0.368 0.368 0.368 0.368 -0.024 -0.024 -0.024 -0.024 6.966 6.966 6.966 6.966 5.957 5.957 5.957 5.957 0.1 0.1 0.1 0.1 0.1 0.019 0.019 0.019 0.019 0.019 0.023 0.023 0.023 0.023

3.912 17.44 3E-04 0.005 0.009 0.014 -0.002 -0.007 -0.011 -0.016 3E-04 0.005 0.01 0.014 -0.002 -0.007 -0.011 -0.015 0.012 0.027 0.042 0.056 0.011 0.025 0.039 0.054 0.003 0.002 0.001 7E-04 -5E-05 0.004 0.003 0.002 8E-04 -3E-04 -0.006 -0.006 -0.007 -0.007

-8.169 -32.32 -11.48 -1.433 5.831 10.31 10.24 5.129 -2.764 -13.44 -14.27 -1.475 7.446 12.49 12.36 6.413 -3.409 -17.11 54.18 9.056 -39.36 -91.07 59.2 11.02 -41.47 -98.28 -8.8 -4.315 -1.722 -1.801 -3.771 -9.563 -3.945 -0.925 -1.774 -5.223 -5.718 0.595 3.87 3.073

33 33 33 33 33 33 33 33 34 34 34 34 34 34 34 34 34 34 34 34

2.4 3 0 0.6 1.2 1.8 2.4 3 0 0.6 1.2 1.8 2.4 3 3 3.5 4 4.5 5 0

1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL

Combination -0.097 Combination -0.097 Combination -0.067 Combination -0.067 Combination -0.067 Combination -0.067 Combination -0.067 Combination -0.067 Combination 0.687 Combination 0.687 Combination 0.687 Combination 0.687 Combination 0.687 Combination 0.687 Combination 0.02 Combination 0.02 Combination 0.02 Combination 0.02 Combination 0.02 Combination 0.665

11.21 14.53 -17.06 -12.8 -3.439 6.547 15.91 20.17 -21.63 -18.31 -11.58 -3.279 3.45 6.772 -0.229 2.283 7.309 12.34 14.85 -29.77

7E-04 7E-04 7E-04 7E-04 7E-04 7E-04 7E-04 7E-04 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.002 -0.002 -0.002 -0.002 -0.002 -1E-03

0.023 0.023 0.025 0.025 0.025 0.025 0.025 0.025 -1.737 -1.737 -1.737 -1.737 -1.737 -1.737 1.828 1.828 1.828 1.828 1.828 -1.663

-0.007 -0.008 -0.005 -0.006 -0.006 -0.007 -0.007 -0.008 0.005 0.006 0.006 0.007 0.008 0.008 -0.004 -0.003 -0.001 -3E-04 9E-04 0.005

-1.796 -9.702 -7.965 1.29 6.292 5.359 -1.507 -12.63 -19.05 -6.884 2.215 6.672 6.488 3.238 3.934 3.527 1.227 -3.782 -10.68 -24.86

34 34 34 34 34 34 34 34 34 34 35 35 35 35 35 35 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 37 37 37 37

0.6 1.2 1.8 2.4 3 3 3.5 4 4.5 5 0 0.5 1 0 0.5 1 0 0.6 1.2 1.8 2.4 3 3 3.58333 4.16667 4.75 0 0.6 1.2 1.8 2.4 3 3 3.58333 4.16667 4.75 0 0.5 1 0

1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL

Combination 0.665 Combination 0.665 Combination 0.665 Combination 0.665 Combination 0.665 Combination 0.025 Combination 0.025 Combination 0.025 Combination 0.025 Combination 0.025 Combination -0.335 Combination -0.335 Combination -0.335 Combination -0.312 Combination -0.312 Combination -0.312 Combination 0.439 Combination 0.439 Combination 0.439 Combination 0.439 Combination 0.439 Combination 0.439 Combination 0.892 Combination 0.892 Combination 0.892 Combination 0.892 Combination 0.41 Combination 0.41 Combination 0.41 Combination 0.41 Combination 0.41 Combination 0.41 Combination 0.834 Combination 0.834 Combination 0.834 Combination 0.834 Combination -0.243 Combination -0.243 Combination -0.243 Combination -0.22

-25.51 -15.71 -3.362 6.435 10.69 -0.973 2.161 9.38 16.6 19.73 -6.51 -3.998 -1.485 -7.693 -4.559 -1.425 -21.26 -17.94 -11.04 -2.355 4.542 7.863 10 13.18 18.97 22.15 -29.26 -25 -14.93 -1.954 8.115 12.37 9.909 13.97 22.27 26.33 -7.536 -5.023 -2.511 -8.903

-1E-03 -1E-03 -1E-03 -1E-03 -1E-03 -0.002 -0.002 -0.002 -0.002 -0.002 -0.012 -0.012 -0.012 -0.011 -0.011 -0.011 0.001 0.001 0.001 0.001 0.001 0.001 0.012 0.012 0.012 0.012 0.001 0.001 0.001 0.001 0.001 0.001 0.012 0.012 0.012 0.012 -0.006 -0.006 -0.006 -0.006

-1.663 -1.663 -1.663 -1.663 -1.663 1.648 1.648 1.648 1.648 1.648 0.059 0.059 0.059 0.028 0.028 0.028 -1.461 -1.461 -1.461 -1.461 -1.461 -1.461 -0.926 -0.926 -0.926 -0.926 -1.829 -1.829 -1.829 -1.829 -1.829 -1.829 -0.678 -0.678 -0.678 -0.678 -0.068 -0.068 -0.068 -0.055

0.006 0.006 0.007 0.007 0.008 -0.004 -0.003 -0.002 -4E-04 7E-04 -0.007 -7E-04 0.006 -0.006 -4E-05 0.006 0.008 0.007 0.006 0.005 0.004 0.003 0.003 -0.004 -0.011 -0.018 0.007 0.007 0.006 0.005 0.004 0.003 0.003 -0.004 -0.011 -0.017 0.011 0.014 0.018 0.011

-7.978 4.604 10.33 9.19 3.752 5.61 5.486 2.76 -3.894 -13.15 -5.949 -3.216 -1.951 -6.766 -3.53 -2.207 -15.08 -3.143 5.71 9.728 8.912 5.006 4.592 -2.002 -11.38 -23.54 -20.34 -3.763 8.475 13.54 11.43 4.986 5.752 -0.938 -11.51 -25.95 -6.468 -3.222 -1.445 -7.341

37 37 38 38 38 38 38 38 39 39 39 39 39 39 40 40 40 40 40 40 40 40 41 41 41 41 41 41 41 41 42 42 42 42 42 42 42 42 42 42

0.5 1 0 0.5 1 0 0.5 1 0 0.5 1 0 0.5 1 0 0.58333 1.16667 1.75 0 0.58333 1.16667 1.75 0 0.58333 1.16667 1.75 0 0.58333 1.16667 1.75 0 0.6 1.2 1.8 2.4 3 0 0.6 1.2 1.8

1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL

Combination -0.22 Combination -0.22 Combination 0.119 Combination 0.119 Combination 0.119 Combination 0.107 Combination 0.107 Combination 0.107 Combination -0.115 Combination -0.115 Combination -0.115 Combination -0.123 Combination -0.123 Combination -0.123 Combination 0.157 Combination 0.157 Combination 0.157 Combination 0.157 Combination 0.146 Combination 0.146 Combination 0.146 Combination 0.146 Combination 0.432 Combination 0.432 Combination 0.432 Combination 0.432 Combination 0.413 Combination 0.413 Combination 0.413 Combination 0.413 Combination 0.864 Combination 0.864 Combination 0.864 Combination 0.864 Combination 0.864 Combination 0.864 Combination 0.821 Combination 0.821 Combination 0.821 Combination 0.821

-5.769 -2.634 -36.66 -24.98 -13.3 -33.41 -22.91 -12.41 -42.71 -39.46 -36.21 -42.25 -38.48 -34.71 -13.36 -7.346 -0.699 5.31 -12.83 -7.022 -0.18 5.624 -0.187 5.822 12.47 18.48 -0.331 5.473 12.32 18.12 -21.91 -15.71 -8.877 -2.04 4.797 11 -21.83 -15.83 -8.794 -1.757

-0.006 -0.006 -0.081 -0.081 -0.081 -0.077 -0.077 -0.077 -0.057 -0.057 -0.057 -0.056 -0.056 -0.056 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 2E-04 2E-04 2E-04 2E-04 6E-04 6E-04 6E-04 6E-04 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004

-0.055 -0.055 -3.527 -3.527 -3.527 -3.126 -3.126 -3.126 -1.292 -1.292 -1.292 -1.087 -1.087 -1.087 -0.047 -0.047 -0.047 -0.047 -0.143 -0.143 -0.143 -0.143 0.648 0.648 0.648 0.648 0.684 0.684 0.684 0.684 -1.015 -1.015 -1.015 -1.015 -1.015 -1.015 -1.228 -1.228 -1.228 -1.228

0.014 0.017 -0.085 -0.044 -0.004 -0.082 -0.044 -0.005 -0.074 -0.045 -0.016 -0.073 -0.045 -0.017 0.011 0.008 0.005 0.002 0.011 0.008 0.005 0.002 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.004 0.009 0.007 0.004 0.002 -0.001 -0.004 0.009 0.007 0.004 0.002

-3.5 -1.572 -25.42 -9.956 -0.439 -23.24 -9.076 -0.333 -38.88 -18.23 0.584 -37.69 -17.33 0.789 -3.112 3.006 5.352 3.928 -2.753 3.166 5.267 3.549 3.851 2.287 -3.048 -12.15 3.475 2.105 -3.083 -12.09 -14.04 -2.663 4.715 7.99 7.163 2.339 -13.81 -2.37 5.017 8.183

42 42 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 44 44 44 44 44 44 44 44 44 44 44 44 45 45 45 45 45 45 45 45 46 46

2.4 3 0 0.58333 1.16667 1.75 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 1.75 2.33333 2.91667 3.5 0 0.6 1.2 1.8 2.4 3 0 0.6 1.2 1.8 2.4 3 0 0.58333 1.16667 1.75 0 0.58333 1.16667 1.75 0 0.6

1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL

Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination

0.821 0.821 1.103 1.103 1.103 1.103 1.125 1.125 1.125 1.125 1.049 1.049 1.049 1.049 1.069 1.069 1.069 1.069 0.183 0.183 0.183 0.183 0.183 0.183 0.18 0.18 0.18 0.18 0.18 0.18 1.885 1.885 1.885 1.885 1.759 1.759 1.759 1.759 0.091 0.091

5.281 11.28 6.62 12.63 19.28 25.29 -26.84 -20.84 -14.19 -8.179 6.268 12.07 18.91 24.72 -26.1 -20.3 -13.46 -7.653 -27.23 -14.27 -0.68 12.91 26.5 39.46 -25.43 -13.64 -0.809 12.02 24.85 36.64 -88.88 -84.83 -78.18 -74.14 -94.6 -89.79 -80.76 -75.96 -56.07 -41.88

0.004 0.004 0.034 0.034 0.034 0.034 -0.031 -0.031 -0.031 -0.031 0.032 0.032 0.032 0.032 -0.03 -0.03 -0.03 -0.03 -0.007 -0.007 -0.007 -0.007 -0.007 -0.007 -0.007 -0.007 -0.007 -0.007 -0.007 -0.007 0.056 0.056 0.056 0.056 0.052 0.052 0.052 0.052 -0.001 -0.001

-1.228 -1.228 0.861 0.861 0.861 0.861 -1.039 -1.039 -1.039 -1.039 0.972 0.972 0.972 0.972 -1.22 -1.22 -1.22 -1.22 0.377 0.377 0.377 0.377 0.377 0.377 0.574 0.574 0.574 0.574 0.574 0.574 11.89 11.89 11.89 11.89 12.1 12.1 12.1 12.1 -1.421 -1.421

-8E-04 -0.003 0.029 0.009 -0.011 -0.031 -0.028 -0.01 0.008 0.026 0.027 0.008 -0.011 -0.03 -0.028 -0.01 0.008 0.025 6E-05 0.004 0.009 0.013 0.018 0.022 -2E-04 0.004 0.008 0.012 0.016 0.02 0.021 -0.012 -0.045 -0.077 0.018 -0.012 -0.042 -0.072 0.002 0.003

7.125 2.019 5.766 0.231 -9.075 -22.15 -22.2 -8.214 2.001 8.445 5.391 0.171 -8.866 -21.72 -21.69 -8.028 1.818 7.846 2.46 14.99 19.48 15.81 3.985 -15.89 2.402 14.26 18.59 15.23 4.17 -14.41 -91.65 -40.81 6.736 50.99 -96.58 -42.53 7.216 52.65 -33.88 -4.315

46 46 46 46 46 46 46 46 46 46 46 46 46 46 46 46 46 46 46 46 47 47 47 47 47 47 47 47 47 47 47 47 47 47 48 48 48 48 48 48

1.2 1.8 2.4 3 3 3.5 4 4.5 5 0 0.6 1.2 1.8 2.4 3 3 3.5 4 4.5 5 0 0.58333 1.16667 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 2.33333 2.91667 3.5 0 0.6 1.2 1.8 2.4 3

1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL

Combination 0.091 Combination 0.091 Combination 0.091 Combination 0.091 Combination -0.208 Combination -0.208 Combination -0.208 Combination -0.208 Combination -0.208 Combination 0.157 Combination 0.157 Combination 0.157 Combination 0.157 Combination 0.157 Combination 0.157 Combination -0.185 Combination -0.185 Combination -0.185 Combination -0.185 Combination -0.185 Combination 0.002 Combination 0.002 Combination 0.002 Combination 0.002 Combination 0.002 Combination 0.002 Combination 0.002 Combination 0.073 Combination 0.073 Combination 0.073 Combination 0.073 Combination 0.073 Combination 0.073 Combination 0.073 Combination 5.762 Combination 5.762 Combination 5.762 Combination 5.762 Combination 5.762 Combination 5.762

-24.28 -5.1 12.5 26.7 -2.218 9.356 23.44 37.53 49.11 -59.32 -45.74 -26.62 -4.951 14.17 27.75 -2.165 8.736 23.72 38.71 49.61 -4.709 -2.399 1.433 5.481 9.53 13.36 15.67 -7.256 -4.608 0.511 5.984 11.46 16.58 19.22 -1.182 12.98 28.99 46.37 62.37 76.54

-0.001 -0.001 -0.001 -0.001 9E-04 9E-04 9E-04 9E-04 9E-04 -1E-03 -1E-03 -1E-03 -1E-03 -1E-03 -1E-03 4E-04 4E-04 4E-04 4E-04 4E-04 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.003 0.003 0.003 0.003 0.003 0.003 0.003 -0.038 -0.038 -0.038 -0.038 -0.038 -0.038

-1.421 -1.421 -1.421 -1.421 2.236 2.236 2.236 2.236 2.236 -1.349 -1.349 -1.349 -1.349 -1.349 -1.349 2.089 2.089 2.089 2.089 2.089 -0.976 -0.976 -0.976 -0.976 -0.976 -0.976 -0.976 -1.095 -1.095 -1.095 -1.095 -1.095 -1.095 -1.095 -6.352 -6.352 -6.352 -6.352 -6.352 -6.352

0.004 0.004 0.005 0.006 1E-03 5E-04 7E-05 -4E-04 -8E-04 0.003 0.003 0.004 0.004 0.005 0.006 -3E-04 -5E-04 -7E-04 -9E-04 -0.001 -8E-04 -0.003 -0.006 -0.008 -0.011 -0.013 -0.016 -0.003 -0.004 -0.006 -0.008 -0.01 -0.011 -0.013 -0.047 -0.024 -1E-03 0.022 0.045 0.068

15.66 24.48 22.12 10.18 15.11 13.43 5.331 -10.01 -31.78 -36.86 -5.041 16.88 26.36 23.38 10.5 16.02 14.55 6.599 -9.169 -31.42 -1.463 0.695 1.019 -0.998 -5.376 -12.09 -20.65 -2.586 1.011 2.275 0.38 -4.706 -12.95 -23.53 56.53 53.08 40.58 17.97 -14.75 -56.51

48 48 48 48 48 48 49 49 49 49 49 49 49 49 50 50 50 50 50 50 50 50 50 50 50 50 51 51 51 51 51 51 52 52 52 52 52 52 52 52

0 0.6 1.2 1.8 2.4 3 0 0.58333 1.16667 1.75 0 0.58333 1.16667 1.75 0 0.6 1.2 1.8 2.4 3 0 0.6 1.2 1.8 2.4 3 0 0.5 1 0 0.5 1 0 0.5 1 1.5 2 2 2.6 3.2

1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL

Combination 5.365 Combination 5.365 Combination 5.365 Combination 5.365 Combination 5.365 Combination 5.365 Combination 2.53 Combination 2.53 Combination 2.53 Combination 2.53 Combination 2.323 Combination 2.323 Combination 2.323 Combination 2.323 Combination 4.014 Combination 4.014 Combination 4.014 Combination 4.014 Combination 4.014 Combination 4.014 Combination 3.765 Combination 3.765 Combination 3.765 Combination 3.765 Combination 3.765 Combination 3.765 Combination -0.065 Combination -0.065 Combination -0.065 Combination -0.063 Combination -0.063 Combination -0.063 Combination 3.801 Combination 3.801 Combination 3.801 Combination 3.801 Combination 3.801 Combination 2.38 Combination 2.38 Combination 2.38

0.668 13.52 29.35 47.43 63.27 76.11 -131.4 -116.8 -100.3 -85.7 -130.2 -116.3 -99.36 -85.52 28.05 32.24 38.8 45.77 52.33 56.52 23.44 28.42 37.26 46.76 55.6 60.58 -58.64 -55.38 -52.13 -58.36 -54.59 -50.82 -82.34 -79.09 -73.36 -67.63 -64.38 26.14 30.35 37.7

-0.034 -0.034 -0.034 -0.034 -0.034 -0.034 -0.182 -0.182 -0.182 -0.182 -0.171 -0.171 -0.171 -0.171 0.039 0.039 0.039 0.039 0.039 0.039 0.036 0.036 0.036 0.036 0.036 0.036 -0.022 -0.022 -0.022 -0.02 -0.02 -0.02 0.039 0.039 0.039 0.039 0.039 -0.018 -0.018 -0.018

-6.715 -6.715 -6.715 -6.715 -6.715 -6.715 -5.875 -5.875 -5.875 -5.875 -6.44 -6.44 -6.44 -6.44 3.03 3.03 3.03 3.03 3.03 3.03 3.957 3.957 3.957 3.957 3.957 3.957 -0.049 -0.049 -0.049 0.03 0.03 0.03 5.562 5.562 5.562 5.562 5.562 -5.861 -5.861 -5.861

-0.04 -0.019 0.001 0.022 0.042 0.063 -0.157 -0.051 0.055 0.161 -0.15 -0.05 0.05 0.15 0.057 0.033 0.01 -0.014 -0.037 -0.061 0.054 0.032 0.01 -0.012 -0.034 -0.055 -0.019 -0.008 0.003 -0.018 -0.008 0.002 0.03 0.01 -0.009 -0.028 -0.048 -0.013 -0.002 0.009

58.19 54.08 41.37 18.34 -15.02 -56.98 -111.9 -39.33 24 78.08 -112.4 -40.2 22.71 76.37 78.41 60.5 39.26 13.89 -15.61 -48.44 75.89 60.62 41.03 15.82 -14.99 -50.13 -53.48 -24.87 1.9 -52.4 -23.99 2.192 -80.55 -40.08 -1.882 33.28 66.17 65.5 48.74 28.41

52 52 52 52 52 52 52 52 52 52 52 52 52 52 53 53 53 53 53 53 54 54 54 54 54 54 55 55 55 55 55 55 56 56 56 56 56 56 57 57

3.8 4.4 5 0 0.5 1 1.5 2 2 2.6 3.2 3.8 4.4 5 0 3.1 6.2 0 3.1 6.2 0 3.1 6.2 0 3.1 6.2 0 3.1 6.2 0 3.1 6.2 0 3.1 6.2 0 3.1 6.2 0 3.1

1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL

Combination 2.38 Combination 2.38 Combination 2.38 Combination 3.676 Combination 3.676 Combination 3.676 Combination 3.676 Combination 3.676 Combination 2.289 Combination 2.289 Combination 2.289 Combination 2.289 Combination 2.289 Combination 2.289 Combination -230.9 Combination -214.6 Combination -198.2 Combination -215.8 Combination -201.8 Combination -187.7 Combination -291.1 Combination -274.8 Combination -258.4 Combination -286.5 Combination -272.5 Combination -258.5 Combination -302.2 Combination -285.8 Combination -269.5 Combination -280.2 Combination -266.2 Combination -252.2 Combination -537.8 Combination -521.5 Combination -505.2 Combination -512.3 Combination -498.3 Combination -484.3 Combination -629.7 Combination -613.4

45.43 52.78 56.99 -91.25 -87.48 -79.69 -71.9 -68.13 26.73 31.75 41.87 52.62 62.74 67.77 -1.68 -1.68 -1.68 -2.104 -2.104 -2.104 0.294 0.294 0.294 0.401 0.401 0.401 -2.42 -2.42 -2.42 -2.801 -2.801 -2.801 -2.109 -2.109 -2.109 -2.24 -2.24 -2.24 -0.414 -0.414

-0.018 -0.018 -0.018 0.034 0.034 0.034 0.034 0.034 -0.016 -0.016 -0.016 -0.016 -0.016 -0.016 -0.332 -0.332 -0.332 -0.274 -0.274 -0.274 0.136 0.136 0.136 0.386 0.386 0.386 -1.763 -1.763 -1.763 -1.539 -1.539 -1.539 -3.219 -3.219 -3.219 -3.097 -3.097 -3.097 2.203 2.203

-5.861 -5.861 -5.861 4.898 4.898 4.898 4.898 4.898 -5.424 -5.424 -5.424 -5.424 -5.424 -5.424 0.032 0.032 0.032 0.034 0.034 0.034 0.034 0.034 0.034 0.036 0.036 0.036 0.032 0.032 0.032 0.034 0.034 0.034 0.026 0.026 0.026 0.028 0.028 0.028 0.018 0.018

0.02 0.03 0.041 0.025 0.008 -0.009 -0.026 -0.043 -0.01 -6E-04 0.009 0.018 0.028 0.037 -1.551 -0.523 0.506 -1.376 -0.526 0.325 -0.544 -0.967 -1.389 0.03 -1.167 -2.363 -4.491 0.974 6.44 -3.974 0.797 5.568 -7.439 2.54 12.52 -7.127 2.474 12.07 3.764 -3.066

3.467 -26.08 -59.19 -86.4 -41.54 0.396 38.15 72.99 72.18 54.94 32.98 4.631 -30.11 -69.56 -3.584 1.624 6.832 -4.416 2.106 8.628 0.472 -0.438 -1.348 0.732 -0.512 -1.755 -5.132 2.37 9.871 -5.878 2.805 11.49 -4.481 2.057 8.596 -4.714 2.231 9.175 -0.987 0.298

57 57 57 57 58 58 58 58 58 58 59 59 59 59 59 59 60 60 60 60 60 60 61 61 61 61 61 61 62 62 62 62 62 62 91 91 91 91 91 91 91 91 91 91 91 91 91 91 92 92 92

6.2 0 3.1 6.2 0 3.1 6.2 0 3.1 6.2 0 3.1 6.2 0 3.1 6.2 0 3.1 6.2 0 3.1 6.2 0 3.1 6.2 0 3.1 6.2 0 3.1 6.2 0 3.1 6.2 0 0.58333 1.16667 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667

1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL

Combination -597 Combination -625.3 Combination -611.3 Combination -597.3 Combination -467.7 Combination -451.4 Combination -435 Combination -434.1 Combination -420.1 Combination -406.1 Combination -237.5 Combination -221.2 Combination -204.8 Combination -207 Combination -193 Combination -179 Combination -479.8 Combination -463.4 Combination -447.1 Combination -437.2 Combination -423.2 Combination -409.2 Combination -432.5 Combination -416.1 Combination -399.8 Combination -407.4 Combination -393.4 Combination -379.4 Combination -252.4 Combination -236 Combination -219.7 Combination -225 Combination -211 Combination -197 Combination -11.28 Combination -11.28 Combination -11.28 Combination -11.28 Combination -11.28 Combination -11.28 Combination -11.28 Combination -10.19 Combination -10.19 Combination -10.19 Combination -10.19 Combination -10.19 Combination -10.19 Combination -10.19 Combination -5.289 Combination -5.289 Combination -5.289

-0.414 -0.121 -0.121 -0.121 5.6 5.6 5.6 5.864 5.864 5.864 -2.589 -2.589 -2.589 -2.336 -2.336 -2.336 -1.2 -1.2 -1.2 -1.393 -1.393 -1.393 1.776 1.776 1.776 1.89 1.89 1.89 2.316 2.316 2.316 2.11 2.11 2.11 -18.86 -14.71 -7.342 0.486 8.315 15.68 19.83 -16.83 -13.16 -6.555 0.476 7.506 14.12 17.78 -31.05 -26.91 -20

2.203 2.572 2.572 2.572 2.974 2.974 2.974 3.057 3.057 3.057 1.636 1.636 1.636 1.466 1.466 1.466 3.029 3.029 3.029 3.205 3.205 3.205 1.498 1.498 1.498 2.185 2.185 2.185 0.961 0.961 0.961 1.142 1.142 1.142 -0.005 -0.005 -0.005 -0.005 -0.005 -0.005 -0.005 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.154 -0.154 -0.154

0.018 0.02 0.02 0.02 0.023 0.023 0.023 0.024 0.024 0.024 0.02 0.02 0.02 0.023 0.023 0.023 0.029 0.029 0.029 0.031 0.031 0.031 0.03 0.03 0.03 0.033 0.033 0.033 0.039 0.039 0.039 0.039 0.039 0.039 0.059 0.059 0.059 0.059 0.059 0.059 0.059 0.042 0.042 0.042 0.042 0.042 0.042 0.042 5.929 5.929 5.929

-9.895 4.587 -3.386 -11.36 5.41 -3.808 -13.03 5.65 -3.826 -13.3 2.499 -2.572 -7.643 2.206 -2.338 -6.883 5.403 -3.987 -13.38 5.825 -4.111 -14.05 2.316 -2.328 -6.973 3.794 -2.981 -9.756 1.298 -1.682 -4.661 1.736 -1.803 -5.342 -0.138 -0.135 -0.131 -0.128 -0.125 -0.122 -0.119 -0.12 -0.118 -0.116 -0.114 -0.112 -0.11 -0.108 0.016 0.106 0.196

1.582 -0.348 0.027 0.401 11.39 -5.973 -23.33 11.96 -6.214 -24.39 -5.527 2.5 10.53 -4.971 2.27 9.511 -2.659 1.062 4.784 -3.021 1.297 5.615 3.476 -2.029 -7.535 3.742 -2.117 -7.977 4.628 -2.552 -9.731 4.231 -2.31 -8.85 -9.166 0.804 7.326 9.326 6.759 -0.33 -10.87 -8.139 0.772 6.605 8.379 6.051 -0.338 -9.804 -18.92 -1.836 11.84

92 92 92 92 92 92 92 92 92 92 92 92 92 93 93 93 93 93 93 93 93 93 93 93 93 93 93 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 95 95 95 95 95 95 95 95

1.75 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 2.33333 2.91667 3.5 0

1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL

Combination -5.289 Combination -4.011 Combination -4.011 Combination -4.011 Combination -4.011 Combination -4.994 Combination -4.994 Combination -4.994 Combination -4.994 Combination -3.876 Combination -3.876 Combination -3.876 Combination -3.876 Combination -21.17 Combination -21.17 Combination -21.17 Combination -21.17 Combination -21.17 Combination -21.17 Combination -21.17 Combination -18.35 Combination -18.35 Combination -18.35 Combination -18.35 Combination -18.35 Combination -18.35 Combination -18.35 Combination -10.38 Combination -10.38 Combination -10.38 Combination -10.38 Combination -10.38 Combination -10.38 Combination -10.38 Combination -10.38 Combination -8.875 Combination -8.875 Combination -8.875 Combination -8.875 Combination -8.938 Combination -8.938 Combination -8.938 Combination -8.938 Combination 3.762 Combination 3.762 Combination 3.762 Combination 3.762 Combination 3.762 Combination 3.762 Combination 3.762 Combination 3.317

-15.85 16.12 20.27 27.17 31.32 -27.76 -24.1 -17.91 -14.25 14.28 17.95 24.13 27.8 -19.77 -15.62 -8.256 -0.427 7.401 14.77 18.92 -17.78 -14.12 -7.508 -0.477 6.554 13.16 16.82 -30.51 -26.36 -19.45 -15.3 16.6 20.75 27.66 31.81 -27.36 -23.7 -17.51 -13.85 14.6 18.26 24.45 28.11 -29.21 -24.09 -12.52 -0.036 12.45 24.02 29.14 -26.49

-0.154 0.12 0.12 0.12 0.12 -0.135 -0.135 -0.135 -0.135 0.103 0.103 0.103 0.103 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.092 0.092 0.092 0.092 -0.151 -0.151 -0.151 -0.151 0.081 0.081 0.081 0.081 -0.133 -0.133 -0.133 -0.133 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003

5.929 -6.311 -6.311 -6.311 -6.311 5.42 5.42 5.42 5.42 -5.723 -5.723 -5.723 -5.723 -0.129 -0.129 -0.129 -0.129 -0.129 -0.129 -0.129 -0.111 -0.111 -0.111 -0.111 -0.111 -0.111 -0.111 -5.872 -5.872 -5.872 -5.872 6.125 6.125 6.125 6.125 -5.319 -5.319 -5.319 -5.319 5.545 5.545 5.545 5.545 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.017

0.286 0.272 0.202 0.133 0.063 0.013 0.092 0.171 0.25 0.237 0.177 0.117 0.056 -0.162 -0.165 -0.168 -0.171 -0.174 -0.178 -0.181 -0.142 -0.145 -0.147 -0.15 -0.153 -0.156 -0.158 -0.064 -0.117 -0.171 -0.224 -0.269 -0.181 -0.093 -0.005 -0.056 -0.103 -0.151 -0.198 -0.239 -0.161 -0.084 -0.006 -0.002 -0.004 -0.006 -0.008 -0.01 -0.012 -0.014 -0.002

22.12 22.08 11.65 -2.189 -19.43 -17.07 -1.777 10.48 19.7 19.67 10.44 -1.836 -17.15 -11.39 -0.888 6.167 8.699 6.665 0.109 -9.895 -10.33 -0.863 5.526 7.855 6.083 0.25 -8.66 -18.39 -1.623 11.74 21.7 21.71 10.99 -3.128 -20.65 -16.71 -1.658 10.36 19.34 19.35 9.926 -2.532 -18.03 -14.78 1.125 11.98 15.64 12.02 1.209 -14.65 -13.43

95 95 95 95 95 95 97 97 97 97 97 97 99 99 99 99 99 99 101 101 101 101 101 101 103 103 103 103 103 103 105 105 105 105 105 105 107 107 107 107 107 107 109 109 109 109 109 109 110 110 110

0.58333 1.16667 1.75 2.33333 2.91667 3.5 0 2 4 0 2 4 0 2 4 0 2 4 0 2 4 0 2 4 0 2 4 0 2 4 0 2 4 0 2 4 0 2 4 0 2 4 0 2 4 0 2 4 0 0.525 1.05

1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL

Combination 3.317 Combination 3.317 Combination 3.317 Combination 3.317 Combination 3.317 Combination 3.317 Combination -78.2 Combination -67.66 Combination -57.12 Combination -67.71 Combination -58.68 Combination -49.64 Combination -114 Combination -103.4 Combination -92.89 Combination -97.38 Combination -88.34 Combination -79.3 Combination -161.5 Combination -151 Combination -140.4 Combination -138.3 Combination -129.2 Combination -120.2 Combination -120.8 Combination -110.3 Combination -99.71 Combination -104.6 Combination -95.54 Combination -86.5 Combination -101 Combination -90.46 Combination -79.92 Combination -87.14 Combination -78.11 Combination -69.07 Combination -109.3 Combination -98.72 Combination -88.18 Combination -94.67 Combination -85.64 Combination -76.6 Combination -147.5 Combination -137 Combination -126.4 Combination -128.4 Combination -119.4 Combination -110.3 Combination -65.47 Combination -62.7 Combination -59.93

-21.89 -11.39 -0.042 11.3 21.8 26.41 -8.604 -8.604 -8.604 -8.348 -8.348 -8.348 -5.377 -5.377 -5.377 -5.47 -5.47 -5.47 -5.999 -5.999 -5.999 -5.234 -5.234 -5.234 20.68 20.68 20.68 20.13 20.13 20.13 -5.956 -5.956 -5.956 -6.196 -6.196 -6.196 0.971 0.971 0.971 1.02 1.02 1.02 -8.802 -8.802 -8.802 -9.06 -9.06 -9.06 -26.66 -26.66 -26.66

0.003 0.003 0.003 0.003 0.003 0.003 -1.089 -1.089 -1.089 -1.214 -1.214 -1.214 1.414 1.414 1.414 0.676 0.676 0.676 -16.37 -16.37 -16.37 -16.97 -16.97 -16.97 -17.42 -17.42 -17.42 -16.62 -16.62 -16.62 -0.616 -0.616 -0.616 -0.643 -0.643 -0.643 -0.072 -0.072 -0.072 0.24 0.24 0.24 -3.868 -3.868 -3.868 -3.383 -3.383 -3.383 -17.46 -17.46 -17.46

0.017 0.017 0.017 0.017 0.017 0.017 0.08 0.08 0.08 0.065 0.065 0.065 0.11 0.11 0.11 0.095 0.095 0.095 0.09 0.09 0.09 0.076 0.076 0.076 0.076 0.076 0.076 0.062 0.062 0.062 0.089 0.089 0.089 0.071 0.071 0.071 0.057 0.057 0.057 0.042 0.042 0.042 0.118 0.118 0.118 0.099 0.099 0.099 -0.383 -0.383 -0.383

-0.003 -0.005 -0.007 -0.008 -0.01 -0.012 0.185 2.363 4.542 -0.621 1.807 4.235 4.33 1.503 -1.324 2.014 0.661 -0.692 -31.5 1.242 33.99 -36.1 -2.165 31.77 -34.11 0.72 35.55 -34.58 -1.344 31.89 -0.589 0.642 1.874 -0.574 0.712 1.998 1.714 1.858 2.002 2.746 2.266 1.787 -9.507 -1.772 5.963 -8.28 -1.514 5.252 -3.566 5.598 14.76

1.008 10.88 14.21 10.93 1.107 -13.28 -20.1 -2.888 14.32 -20.09 -3.397 13.3 -10.99 -0.235 10.52 -11.64 -0.701 10.24 -17.31 -5.31 6.689 -15.42 -4.95 5.519 51.76 10.4 -30.96 51.75 11.5 -28.76 -12.95 -1.041 10.87 -14.66 -2.267 10.13 2.52 0.579 -1.363 2.918 0.878 -1.162 -19.17 -1.566 16.04 -20.73 -2.605 15.51 -6.511 7.485 21.48

110 110 110 112 112 112 112 112 112 113 113 113 113 113 113 115 115 115 115 115 115 117 117 117 117 117 117 119 119 119 119 119 119 120 120 120 120 120 120 122 122 122 122 122 122 123 123 123 123 123 123

0 0.525 1.05 0 2 4 0 2 4 0 0.525 1.05 0 0.525 1.05 0 2 4 0 2 4 0 2 4 0 2 4 0 2 4 0 2 4 0 0.525 1.05 0 0.525 1.05 0 2 4 0 2 4 0 0.525 1.05 0 0.525 1.05

1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL

Combination -58.18 Combination -55.81 Combination -53.43 Combination -238.2 Combination -227.7 Combination -217.1 Combination -203.8 Combination -194.7 Combination -185.7 Combination -67.05 Combination -64.29 Combination -61.52 Combination -59.05 Combination -56.68 Combination -54.31 Combination -239.8 Combination -229.2 Combination -218.7 Combination -202.3 Combination -193.3 Combination -184.3 Combination -192.6 Combination -182.1 Combination -171.5 Combination -165 Combination -156 Combination -146.9 Combination -117.1 Combination -106.5 Combination -95.98 Combination -102.9 Combination -93.87 Combination -84.83 Combination -67.15 Combination -64.38 Combination -61.61 Combination -59.67 Combination -57.29 Combination -54.92 Combination -222.7 Combination -212.1 Combination -201.6 Combination -192.9 Combination -183.9 Combination -174.8 Combination -67.45 Combination -64.68 Combination -61.91 Combination -59.75 Combination -57.37 Combination -55

-23.12 -23.12 -23.12 -8.28 -8.28 -8.28 -8.123 -8.123 -8.123 28.66 28.66 28.66 24.97 24.97 24.97 -1.597 -1.597 -1.597 -0.726 -0.726 -0.726 20.58 20.58 20.58 19.74 19.74 19.74 -7.96 -7.96 -7.96 -7.053 -7.053 -7.053 -19.49 -19.49 -19.49 -17.81 -17.81 -17.81 -7.55 -7.55 -7.55 -7.26 -7.26 -7.26 17.49 17.49 17.49 15.96 15.96 15.96

-15.74 -15.74 -15.74 -9.847 -9.847 -9.847 -9.226 -9.226 -9.226 -35.31 -35.31 -35.31 -30.68 -30.68 -30.68 10.32 10.32 10.32 10.13 10.13 10.13 10.75 10.75 10.75 10.05 10.05 10.05 4.112 4.112 4.112 3.676 3.676 3.676 19.59 19.59 19.59 17.7 17.7 17.7 9.351 9.351 9.351 9.309 9.309 9.309 33.18 33.18 33.18 28.72 28.72 28.72

-0.349 -0.349 -0.349 0.079 0.079 0.079 0.065 0.065 0.065 0.582 0.582 0.582 0.507 0.507 0.507 0.091 0.091 0.091 0.077 0.077 0.077 0.095 0.095 0.095 0.083 0.083 0.083 0.044 0.044 0.044 0.037 0.037 0.037 0.683 0.683 0.683 0.585 0.585 0.585 0.08 0.08 0.08 0.066 0.066 0.066 -0.393 -0.393 -0.393 -0.346 -0.346 -0.346

-3.315 4.946 13.21 -22 -2.308 17.39 -20.98 -2.525 15.93 -21.25 -2.715 15.82 -18.2 -2.096 14.01 22.15 1.521 -19.11 22.85 2.585 -17.68 25.29 3.803 -17.69 24.34 4.233 -15.87 12.02 3.796 -4.429 10.76 3.405 -3.947 3.941 -6.345 -16.63 3.5 -5.791 -15.08 23.51 4.807 -13.9 23.83 5.211 -13.41 17.25 -0.168 -17.59 14.2 -0.876 -15.95

-4.766 7.371 19.51 -17.5 -0.942 15.62 -17.71 -1.463 14.78 5.954 -9.091 -24.14 5.145 -7.962 -21.07 -3.348 -0.155 3.039 -1.237 0.214 1.665 45.14 3.979 -37.18 44.91 5.437 -34.04 -18.66 -2.741 13.18 -16.6 -2.494 11.61 1.486 11.72 21.95 1.121 10.47 19.82 -13.66 1.439 16.54 -13.85 0.67 15.19 -4.233 -13.42 -22.6 -3.17 -11.55 -19.93

125 125 125 125 125 125 127 127 127 127 127 127 171 171 171 171 171 171 171 171 171 171 171 171 172 172 172 172 172 172 172 172 172 172 173 173 173 173 173 173 173 173 173 173 173 173 173 173 174 174 174

0 2 4 0 2 4 0 2 4 0 2 4 0 0.6 1.2 1.8 2.4 3 0 0.6 1.2 1.8 2.4 3 0 0.5 1 1.5 2 0 0.5 1 1.5 2 0 0.58333 1.16667 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 2.33333 2.91667 3.5 0 0.5 1

1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL

Combination -181.6 Combination -171.1 Combination -160.5 Combination -156.7 Combination -147.7 Combination -138.7 Combination -124.2 Combination -113.7 Combination -103.2 Combination -107.4 Combination -98.31 Combination -89.28 Combination -0.956 Combination -0.956 Combination -0.956 Combination -0.956 Combination -0.956 Combination -0.956 Combination -1.034 Combination -1.034 Combination -1.034 Combination -1.034 Combination -1.034 Combination -1.034 Combination -0.835 Combination -0.835 Combination -0.835 Combination -0.835 Combination -0.835 Combination -0.995 Combination -0.995 Combination -0.995 Combination -0.995 Combination -0.995 Combination 8.33 Combination 8.33 Combination 8.33 Combination 8.33 Combination 8.33 Combination 8.33 Combination 8.33 Combination 7.432 Combination 7.432 Combination 7.432 Combination 7.432 Combination 7.432 Combination 7.432 Combination 7.432 Combination 3.3 Combination 3.3 Combination 3.3

3.192 3.192 3.192 3.582 3.582 3.582 14.7 14.7 14.7 13 13 13 -25.28 -14.63 -3.796 7.058 17.89 28.54 -21.81 -12.69 -3.401 5.902 15.19 24.32 -28.04 -19.18 -10.18 -1.175 7.686 -24.45 -16.85 -9.135 -1.418 6.177 -6.889 -4.482 -1.882 0.768 3.419 6.019 8.426 -5.77 -3.707 -1.479 0.794 3.066 5.294 7.357 -11.6 -9.544 -7.345

5.486 5.486 5.486 6.597 6.597 6.597 7.858 7.858 7.858 7.368 7.368 7.368 5E-04 5E-04 5E-04 5E-04 5E-04 5E-04 0.001 0.001 0.001 0.001 0.001 0.001 -0.068 -0.068 -0.068 -0.068 -0.068 -0.06 -0.06 -0.06 -0.06 -0.06 -0.006 -0.006 -0.006 -0.006 -0.006 -0.006 -0.006 -0.007 -0.007 -0.007 -0.007 -0.007 -0.007 -0.007 0.098 0.098 0.098

0.092 0.092 0.092 0.073 0.073 0.073 0.056 0.056 0.056 0.04 0.04 0.04 -0.039 -0.039 -0.039 -0.039 -0.039 -0.039 -0.125 -0.125 -0.125 -0.125 -0.125 -0.125 0.479 0.479 0.479 0.479 0.479 0.565 0.565 0.565 0.565 0.565 -0.423 -0.423 -0.423 -0.423 -0.423 -0.423 -0.423 -0.311 -0.311 -0.311 -0.311 -0.311 -0.311 -0.311 2.215 2.215 2.215

13.51 2.542 -8.431 16.94 3.748 -9.445 14.84 -0.879 -16.6 14.47 -0.261 -15 -0.009 -0.009 -0.01 -0.01 -0.01 -0.011 -0.006 -0.007 -0.008 -0.009 -0.01 -0.01 -0.103 -0.069 -0.035 -0.002 0.032 -0.093 -0.063 -0.033 -0.003 0.028 0.053 0.056 0.06 0.063 0.067 0.07 0.074 0.041 0.045 0.05 0.054 0.058 0.063 0.067 0.011 -0.038 -0.087

9.93 3.545 -2.84 10.88 3.717 -3.448 26.52 -2.879 -32.28 23.73 -2.279 -28.28 -10.04 1.946 7.478 6.5 -0.989 -14.93 -8.956 1.403 6.233 5.483 -0.848 -12.71 -16.02 -4.204 3.142 5.975 4.341 -14 -3.666 2.836 5.47 4.275 -3.27 0.056 1.92 2.245 1.024 -1.737 -5.96 -2.566 0.206 1.726 1.925 0.8 -1.645 -5.344 -9.414 -4.124 0.105

174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 176 176 176 176 176 176 176 176 176 176 176 176 176 176 176 176

1.5 2 2 2.5 3 3.5 0 0.5 1 1.5 2 2 2.5 3 3.5 0 0.6 1.2 1.8 2.4 3 3 3.58333 4.16667 4.75 0 0.6 1.2 1.8 2.4 3 3 3.58333 4.16667 4.75 0 0.58333 1.16667 1.75 1.75 2.35 2.95 3.55 4.15 4.75 0 0.58333 1.16667 1.75 1.75 2.35

1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL

Combination 3.3 Combination 3.3 Combination 7.269 Combination 7.269 Combination 7.269 Combination 7.269 Combination 3.266 Combination 3.266 Combination 3.266 Combination 3.266 Combination 3.266 Combination 6.52 Combination 6.52 Combination 6.52 Combination 6.52 Combination -5.254 Combination -5.254 Combination -5.254 Combination -5.254 Combination -5.254 Combination -5.254 Combination -6.197 Combination -6.197 Combination -6.197 Combination -6.197 Combination -4.935 Combination -4.935 Combination -4.935 Combination -4.935 Combination -4.935 Combination -4.935 Combination -5.878 Combination -5.878 Combination -5.878 Combination -5.878 Combination -4.505 Combination -4.505 Combination -4.505 Combination -4.505 Combination -4.475 Combination -4.475 Combination -4.475 Combination -4.475 Combination -4.475 Combination -4.475 Combination -4.049 Combination -4.049 Combination -4.049 Combination -4.049 Combination -3.858 Combination -3.858

-5.147 -3.096 10.76 12.81 14.97 17.02 -10.19 -8.431 -6.547 -4.663 -2.905 8.989 10.75 12.6 14.36 -50.01 -37.33 -24.45 -11.4 1.483 14.16 22.96 35.28 47.74 60.06 -42.88 -32.02 -20.97 -9.789 1.255 12.12 19.83 30.39 41.08 51.63 -59.82 -47.5 -35.03 -22.72 -14.7 -2.029 10.86 23.9 36.79 49.46 -51.1 -40.54 -29.86 -19.3 -12.31 -1.449

0.098 0.098 -0.383 -0.383 -0.383 -0.383 0.087 0.087 0.087 0.087 0.087 -0.316 -0.316 -0.316 -0.316 0.034 0.034 0.034 0.034 0.034 0.034 -0.001 -0.001 -0.001 -0.001 0.027 0.027 0.027 0.027 0.027 0.027 0.016 0.016 0.016 0.016 -0.043 -0.043 -0.043 -0.043 0.013 0.013 0.013 0.013 0.013 0.013 -0.054 -0.054 -0.054 -0.054 0.012 0.012

2.215 2.215 -1.756 -1.756 -1.756 -1.756 1.907 1.907 1.907 1.907 1.907 -1.59 -1.59 -1.59 -1.59 0.146 0.146 0.146 0.146 0.146 0.146 -0.515 -0.515 -0.515 -0.515 0.215 0.215 0.215 0.215 0.215 0.215 -0.619 -0.619 -0.619 -0.619 0.627 0.627 0.627 0.627 0.859 0.859 0.859 0.859 0.859 0.859 0.698 0.698 0.698 0.698 0.698 0.698

-0.136 -0.185 -0.251 -0.06 0.132 0.323 0.016 -0.028 -0.071 -0.115 -0.159 -0.208 -0.05 0.109 0.267 0.072 0.051 0.031 0.011 -0.01 -0.03 -0.056 -0.055 -0.054 -0.054 0.059 0.043 0.026 0.01 -0.007 -0.023 -0.031 -0.041 -0.05 -0.059 -0.015 0.01 0.035 0.06 0.025 0.017 0.009 0.001 -0.007 -0.015 -0.034 -0.003 0.029 0.06 0.029 0.022

3.222 5.277 6.559 0.673 -6.272 -14.28 -8.489 -3.829 -0.079 2.718 4.605 5.706 0.778 -5.059 -11.8 -34.23 -8.018 10.53 21.28 24.25 19.54 20.45 3.472 -20.74 -52.19 -29.36 -6.888 9.017 18.24 20.8 16.77 17.56 2.924 -17.92 -44.97 -49.55 -18.24 5.836 22.67 21.85 26.88 24.24 13.82 -4.4 -30.28 -41.87 -15.13 5.403 19.73 19 23.13

176 176 176 176 177 177 177 177 177 177 177 177 177 177 177 177 177 177 178 178 178 178 178 178 178 178 178 178 179 179 179 179 179 179 179 179 179 179 179 179 179 179 179 179 180 180 180 180 180 180 180

2.95 3.55 4.15 4.75 0 0.58333 1.16667 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 2.33333 2.91667 3.5 0 0.5 1 1.5 2 0 0.5 1 1.5 2 0 0.5 1 1 1.5 2 2.5 3 0 0.5 1 1 1.5 2 2.5 3 0 0.6 1.2 1.8 2.4 3 3

1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL

Combination -3.858 Combination -3.858 Combination -3.858 Combination -3.858 Combination -2.333 Combination -2.333 Combination -2.333 Combination -2.333 Combination -2.333 Combination -2.333 Combination -2.333 Combination -2.253 Combination -2.253 Combination -2.253 Combination -2.253 Combination -2.253 Combination -2.253 Combination -2.253 Combination -5.54 Combination -5.54 Combination -5.54 Combination -5.54 Combination -5.54 Combination -5.246 Combination -5.246 Combination -5.246 Combination -5.246 Combination -5.246 Combination -5.54 Combination -5.54 Combination -5.54 Combination -6.846 Combination -6.846 Combination -6.846 Combination -6.846 Combination -6.846 Combination -5.246 Combination -5.246 Combination -5.246 Combination -6.517 Combination -6.517 Combination -6.517 Combination -6.517 Combination -6.517 Combination -6.711 Combination -6.711 Combination -6.711 Combination -6.711 Combination -6.711 Combination -6.711 Combination -4.585

9.596 20.78 31.82 42.68 -40.84 -26.23 -11.42 3.57 18.56 33.37 47.98 -35.46 -22.93 -10.24 2.61 15.46 28.15 40.68 -52 -43.14 -34.13 -24.98 -15.82 -44.33 -36.74 -29.01 -21.17 -13.32 -15.82 -6.815 2.046 16.04 24.91 33.91 42.92 51.78 -13.32 -5.596 1.998 14.11 21.71 29.43 37.15 44.75 -25.46 -22.29 -18.43 -14.51 -10.65 -7.475 31.53

0.012 0.012 0.012 0.012 -0.008 -0.008 -0.008 -0.008 -0.008 -0.008 -0.008 -0.006 -0.006 -0.006 -0.006 -0.006 -0.006 -0.006 -0.038 -0.038 -0.038 -0.038 -0.038 -0.037 -0.037 -0.037 -0.037 -0.037 -0.038 -0.038 -0.038 0.144 0.144 0.144 0.144 0.144 -0.037 -0.037 -0.037 0.14 0.14 0.14 0.14 0.14 -0.066 -0.066 -0.066 -0.066 -0.066 -0.066 0.23

0.698 0.698 0.698 0.698 -0.675 -0.675 -0.675 -0.675 -0.675 -0.675 -0.675 -0.722 -0.722 -0.722 -0.722 -0.722 -0.722 -0.722 0.526 0.526 0.526 0.526 0.526 0.552 0.552 0.552 0.552 0.552 0.526 0.526 0.526 -3.326 -3.326 -3.326 -3.326 -3.326 0.552 0.552 0.552 -3.129 -3.129 -3.129 -3.129 -3.129 -0.329 -0.329 -0.329 -0.329 -0.329 -0.329 0.336

0.014 0.007 -4E-04 -0.008 -0.023 -0.019 -0.014 -0.009 -0.005 1E-04 0.005 -0.024 -0.02 -0.017 -0.013 -0.009 -0.005 -0.002 -0.062 -0.043 -0.024 -0.005 0.014 -0.056 -0.038 -0.019 -9E-04 0.018 0.014 0.033 0.052 0.17 0.098 0.026 -0.046 -0.118 0.018 0.036 0.055 0.16 0.09 0.021 -0.049 -0.119 -0.123 -0.083 -0.043 -0.004 0.036 0.076 0.223

20.7 11.59 -4.202 -26.56 -18.6 0.976 11.97 14.26 7.803 -7.354 -31.09 -16.58 0.457 10.14 12.37 7.096 -5.633 -25.72 -44.71 -20.92 -1.594 13.19 23.38 -38.02 -17.75 -1.305 11.24 19.86 23.38 29.04 30.22 30.68 20.44 5.746 -13.47 -37.15 19.86 24.58 25.48 25.85 16.9 4.126 -12.52 -33 -25.16 -10.76 1.466 11.35 18.89 24.25 25.35

180 180 180 180 180 180 180 180 180 180 180 180 180 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 183 183

3.58333 4.16667 4.75 0 0.6 1.2 1.8 2.4 3 3 3.58333 4.16667 4.75 0 0.58333 1.16667 1.75 1.75 2.35 2.95 3.55 4.15 4.75 0 0.58333 1.16667 1.75 1.75 2.35 2.95 3.55 4.15 4.75 0 0.58333 1.16667 1.75 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 1.75 2.33333 2.91667 3.5 0 0.5

1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL

Combination -4.585 Combination -4.585 Combination -4.585 Combination -6.535 Combination -6.535 Combination -6.535 Combination -6.535 Combination -6.535 Combination -6.535 Combination -4.411 Combination -4.411 Combination -4.411 Combination -4.411 Combination -1.764 Combination -1.764 Combination -1.764 Combination -1.764 Combination -3.714 Combination -3.714 Combination -3.714 Combination -3.714 Combination -3.714 Combination -3.714 Combination -2.003 Combination -2.003 Combination -2.003 Combination -2.003 Combination -3.818 Combination -3.818 Combination -3.818 Combination -3.818 Combination -3.818 Combination -3.818 Combination -2.344 Combination -2.344 Combination -2.344 Combination -2.344 Combination -2.839 Combination -2.839 Combination -2.839 Combination -2.839 Combination -2.362 Combination -2.362 Combination -2.362 Combination -2.362 Combination -2.759 Combination -2.759 Combination -2.759 Combination -2.759 Combination -1.364 Combination -1.364

34.6 38.31 41.87 -22.4 -19.68 -16.37 -13.01 -9.701 -6.983 26.53 29.15 32.33 35.39 -38.83 -35.27 -31.55 -28.49 7.167 10.34 14.2 18.12 21.98 25.15 -33.05 -30 -26.82 -24.19 6.356 9.074 12.39 15.74 19.06 21.77 -20.53 -17.46 -13.75 -10.69 7.762 10.83 14.54 17.61 -17.13 -14.5 -11.32 -8.688 7.084 9.712 12.89 15.52 -1.26 -0.288

0.23 0.23 0.23 -0.064 -0.064 -0.064 -0.064 -0.064 -0.064 0.231 0.231 0.231 0.231 -0.164 -0.164 -0.164 -0.164 0.025 0.025 0.025 0.025 0.025 0.025 -0.168 -0.168 -0.168 -0.168 0.025 0.025 0.025 0.025 0.025 0.025 0.037 0.037 0.037 0.037 -0.011 -0.011 -0.011 -0.011 0.033 0.033 0.033 0.033 -0.011 -0.011 -0.011 -0.011 -0.005 -0.005

0.336 0.336 0.336 -0.217 -0.217 -0.217 -0.217 -0.217 -0.217 0.003 0.003 0.003 0.003 -3.176 -3.176 -3.176 -3.176 -1.262 -1.262 -1.262 -1.262 -1.262 -1.262 -2.406 -2.406 -2.406 -2.406 -1.024 -1.024 -1.024 -1.024 -1.024 -1.024 -0.746 -0.746 -0.746 -0.746 1.783 1.783 1.783 1.783 -0.568 -0.568 -0.568 -0.568 1.563 1.563 1.563 1.563 -0.164 -0.164

0.089 -0.045 -0.179 -0.115 -0.077 -0.039 -8E-05 0.038 0.077 0.218 0.083 -0.052 -0.186 -0.16 -0.064 0.031 0.126 0.035 0.02 0.005 -0.01 -0.025 -0.041 -0.161 -0.063 0.035 0.133 0.034 0.019 0.004 -0.012 -0.027 -0.042 0.067 0.045 0.024 0.002 -0.02 -0.014 -0.007 -0.001 0.066 0.047 0.027 0.008 -0.022 -0.015 -0.009 -0.003 -0.008 -0.006

6.13 -15.14 -38.53 -23.28 -10.59 0.227 9.042 15.85 20.79 21.67 5.496 -12.44 -32.2 -33.29 -11.67 7.822 25.26 23.29 18.11 10.76 1.062 -10.97 -25.19 -27.89 -9.494 7.079 21.9 20.24 15.68 9.246 0.807 -9.638 -21.95 -16.73 -5.581 3.524 10.58 10.78 5.426 -1.972 -11.42 -13.68 -4.399 3.13 8.903 9.074 4.236 -2.357 -10.71 -0.627 -0.228

183 183 183 183 183 183 184 184 184 184 184 184 184 184 184 184 184 184 184 184 184 184 184 184 185 185 185 185 185 185 185 185 185 185 186 186 186 186 186 186 186 186 186 186 186 186 186 186 186 186 187

1 1.5 0 0.5 1 1.5 0 0.5 1 1.5 2 2 2.5 3 3.5 0 0.5 1 1.5 2 2 2.5 3 3.5 0 0.5 1 1.5 2 0 0.5 1 1.5 2 0 0.5 1 1 1.5 2 2.5 3 0 0.5 1 1 1.5 2 2.5 3 0

1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL

Combination -1.364 Combination -1.364 Combination -1.151 Combination -1.151 Combination -1.151 Combination -1.151 Combination 8.82 Combination 8.82 Combination 8.82 Combination 8.82 Combination 8.82 Combination 7.695 Combination 7.695 Combination 7.695 Combination 7.695 Combination 7.225 Combination 7.225 Combination 7.225 Combination 7.225 Combination 7.225 Combination 6.469 Combination 6.469 Combination 6.469 Combination 6.469 Combination -1.52 Combination -1.52 Combination -1.52 Combination -1.52 Combination -1.52 Combination -1.091 Combination -1.091 Combination -1.091 Combination -1.091 Combination -1.091 Combination 1.148 Combination 1.148 Combination 1.148 Combination 0.774 Combination 0.774 Combination 0.774 Combination 0.774 Combination 0.774 Combination 1.002 Combination 1.002 Combination 1.002 Combination 0.672 Combination 0.672 Combination 0.672 Combination 0.672 Combination 0.672 Combination -0.409

0.905 1.876 -1.086 -0.254 0.769 1.601 -48.1 -35.52 -22.66 -9.649 3.303 7.953 20.83 33.67 46.26 -41.53 -30.74 -19.72 -8.57 2.532 6.511 17.55 28.56 39.34 12.14 15.64 19.43 23.36 27.16 11.28 14.28 17.53 20.9 24.15 -35.1 -31.45 -27.81 -1.522 2.16 5.989 9.778 13.28 -30.21 -27.09 -23.97 -1.312 1.844 5.127 8.374 11.37 -12.99

-0.005 -0.005 -0.003 -0.003 -0.003 -0.003 0.009 0.009 0.009 0.009 0.009 0.012 0.012 0.012 0.012 0.008 0.008 0.008 0.008 0.008 0.007 0.007 0.007 0.007 -0.045 -0.045 -0.045 -0.045 -0.045 -0.059 -0.059 -0.059 -0.059 -0.059 0.632 0.632 0.632 -0.098 -0.098 -0.098 -0.098 -0.098 0.729 0.729 0.729 -0.101 -0.101 -0.101 -0.101 -0.101 0.003

-0.164 -0.164 -0.13 -0.13 -0.13 -0.13 1.353 1.353 1.353 1.353 1.353 -0.956 -0.956 -0.956 -0.956 1.115 1.115 1.115 1.115 1.115 -0.793 -0.793 -0.793 -0.793 1.782 1.782 1.782 1.782 1.782 1.45 1.45 1.45 1.45 1.45 -8.888 -8.888 -8.888 3.034 3.034 3.034 3.034 3.034 -7.615 -7.615 -7.615 2.665 2.665 2.665 2.665 2.665 0.04

-0.004 -0.001 -0.006 -0.005 -0.003 -0.001 0.003 -0.001 -0.006 -0.01 -0.014 0.026 0.02 0.014 0.008 0.003 -0.001 -0.005 -0.009 -0.013 0.02 0.016 0.012 0.009 -0.032 -0.01 0.013 0.035 0.058 -0.046 -0.016 0.014 0.043 0.073 0.271 -0.045 -0.361 -0.116 -0.067 -0.019 0.031 0.079 0.323 -0.041 -0.405 -0.122 -0.071 -0.021 0.03 0.081 0.02

-0.382 -1.09 -0.524 -0.179 -0.308 -0.911 -28.01 -7.096 7.456 15.54 17.12 17.42 10.22 -3.408 -23.4 -24.62 -6.544 6.079 13.15 14.66 14.91 8.895 -2.637 -19.62 15.07 8.138 -0.618 -11.31 -23.96 14.15 7.767 -0.175 -9.78 -21.05 -23.07 -6.429 8.386 5.779 5.626 3.595 -0.359 -6.134 -20.22 -5.894 6.87 4.593 4.465 2.728 -0.657 -5.604 -7.057

187 187 187 187 187 187 187 187 187 187 187 187 187 188 188 188 188 188 188 188 188 188 188 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 190 190 190 190 190 190 190 190 190 190 190 190

0.58333 1.16667 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 2.33333 2.91667 3.5 0 0.5 1 1.5 2 0 0.5 1 1.5 2 0 0.5 1 1 1.5 2 2.5 3 0 0.5 1 1 1.5 2 2.5 3 0 0.58333 1.16667 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 2.33333

1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL

Combination -0.409 Combination -0.409 Combination -0.409 Combination -0.409 Combination -0.409 Combination -0.409 Combination -0.729 Combination -0.729 Combination -0.729 Combination -0.729 Combination -0.729 Combination -0.729 Combination -0.729 Combination -2.951 Combination -2.951 Combination -2.951 Combination -2.951 Combination -2.951 Combination -3.067 Combination -3.067 Combination -3.067 Combination -3.067 Combination -3.067 Combination -2.951 Combination -2.951 Combination -2.951 Combination -4.902 Combination -4.902 Combination -4.902 Combination -4.902 Combination -4.902 Combination -3.067 Combination -3.067 Combination -3.067 Combination -5.133 Combination -5.133 Combination -5.133 Combination -5.133 Combination -5.133 Combination -0.175 Combination -0.175 Combination -0.175 Combination -0.175 Combination -0.175 Combination -0.175 Combination -0.175 Combination -0.133 Combination -0.133 Combination -0.133 Combination -0.133 Combination -0.133

-8.188 -3.038 2.162 7.361 12.51 17.31 -12.11 -8.001 -3.587 0.87 5.327 9.74 13.85 -32.36 -28.86 -25.08 -21.21 -17.35 -27.26 -24.26 -21.02 -17.71 -14.39 -17.35 -13.56 -10.06 25.12 28.62 32.4 36.18 39.68 -14.39 -11.15 -8.15 22.1 25.1 28.34 31.58 34.58 -3.907 -2.745 -1.206 0.54 2.286 3.825 4.987 -3.418 -2.422 -1.103 0.393 1.89

0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 -6E-04 -6E-04 -6E-04 -6E-04 -6E-04 1E-04 1E-04 1E-04 1E-04 1E-04 -6E-04 -6E-04 -6E-04 -0.037 -0.037 -0.037 -0.037 -0.037 1E-04 1E-04 1E-04 -0.035 -0.035 -0.035 -0.035 -0.035 -0.002 -0.002 -0.002 -0.002 -0.002 -0.002 -0.002 -0.002 -0.002 -0.002 -0.002 -0.002

0.04 0.04 0.04 0.04 0.04 0.04 0.078 0.078 0.078 0.078 0.078 0.078 0.078 -0.222 -0.222 -0.222 -0.222 -0.222 -0.124 -0.124 -0.124 -0.124 -0.124 -0.222 -0.222 -0.222 1.018 1.018 1.018 1.018 1.018 -0.124 -0.124 -0.124 0.868 0.868 0.868 0.868 0.868 -0.118 -0.118 -0.118 -0.118 -0.118 -0.118 -0.118 -0.113 -0.113 -0.113 -0.113 -0.113

0.019 0.017 0.015 0.013 0.011 0.01 0.016 0.014 0.012 0.01 0.009 0.007 0.005 -0.018 -0.018 -0.018 -0.017 -0.017 -0.012 -0.012 -0.013 -0.013 -0.013 -0.017 -0.017 -0.016 -0.023 -0.005 0.014 0.033 0.051 -0.013 -0.013 -0.013 -0.025 -0.008 0.01 0.027 0.044 -0.009 -0.007 -0.006 -0.005 -0.003 -0.002 -8E-04 -0.008 -0.006 -0.005 -0.004 -0.003

-0.862 2.422 2.678 -0.1 -5.905 -14.62 -7.714 -1.83 1.558 2.351 0.544 -3.859 -10.76 -30.53 -15.21 -1.714 9.859 19.5 -25.42 -12.53 -1.203 8.478 16.5 19.5 27.21 33.11 33.03 19.61 4.368 -12.79 -31.77 16.5 22.88 27.69 27.64 15.85 2.502 -12.49 -29.04 -1.996 -0.037 1.13 1.331 0.5 -1.297 -3.886 -1.812 -0.092 0.949 1.161 0.49

190 190 193 193 193 193 193 193 193 193 193 193 193 193 193 193 193 193 193 193 193 193 194 194 194 194 194 194 194 194 194 194 194 194 194 194 194 194 194 194 194 194 195 195 195 195 195 195 195 195 195

2.91667 3.5 0 0.58333 1.16667 1.75 1.75 2 2 2.5 3 3.5 0 0.58333 1.16667 1.75 1.75 2 2 2.5 3 3.5 0 0.6 1.2 1.8 2.4 3 3 3.58333 4.16667 4.75 0 0.6 1.2 1.8 2.4 3 3 3.58333 4.16667 4.75 0 0.58333 1.16667 1.75 1.75 2.35 2.95 3.55 4.15

1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL

Combination -0.133 Combination -0.133 Combination 5.075 Combination 5.075 Combination 5.075 Combination 5.075 Combination 1.476 Combination 1.476 Combination 6.576 Combination 6.576 Combination 6.576 Combination 6.576 Combination 3.907 Combination 3.907 Combination 3.907 Combination 3.907 Combination 0.575 Combination 0.575 Combination 5.18 Combination 5.18 Combination 5.18 Combination 5.18 Combination -6.112 Combination -6.112 Combination -6.112 Combination -6.112 Combination -6.112 Combination -6.112 Combination -3.497 Combination -3.497 Combination -3.497 Combination -3.497 Combination -5.868 Combination -5.868 Combination -5.868 Combination -5.868 Combination -5.868 Combination -5.868 Combination -3.413 Combination -3.413 Combination -3.413 Combination -3.413 Combination -4.275 Combination -4.275 Combination -4.275 Combination -4.275 Combination -4.788 Combination -4.788 Combination -4.788 Combination -4.788 Combination -4.788

3.209 4.205 -31.76 -22.91 -13.73 -4.788 -0.315 3.429 14.57 22.2 30.01 37.57 -27.58 -20 -12.12 -4.464 -0.826 2.383 11.88 18.43 25.12 31.6 -42.98 -33.87 -24.34 -14.48 -4.949 4.16 28.47 37.32 46.47 55.32 -36.93 -29.13 -20.95 -12.51 -4.336 3.472 24.03 31.61 39.46 47.05 -58.1 -49.25 -40.1 -31.25 -4.488 4.622 14.16 24.01 33.54

-0.002 -0.002 0.035 0.035 0.035 0.035 -4.179 -4.179 0.237 0.237 0.237 0.237 0.03 0.03 0.03 0.03 -3.646 -3.646 0.214 0.214 0.214 0.214 -0.017 -0.017 -0.017 -0.017 -0.017 -0.017 0.065 0.065 0.065 0.065 -0.014 -0.014 -0.014 -0.014 -0.014 -0.014 0.06 0.06 0.06 0.06 -0.072 -0.072 -0.072 -0.072 0.02 0.02 0.02 0.02 0.02

-0.113 -0.113 -1.613 -1.613 -1.613 -1.613 -2.178 -2.178 0.33 0.33 0.33 0.33 -1.438 -1.438 -1.438 -1.438 -1.696 -1.696 0.353 0.353 0.353 0.353 2.198 2.198 2.198 2.198 2.198 2.198 0.451 0.451 0.451 0.451 1.846 1.846 1.846 1.846 1.846 1.846 0.282 0.282 0.282 0.282 1.051 1.051 1.051 1.051 -1.186 -1.186 -1.186 -1.186 -1.186

-0.001 -1E-04 0.075 0.054 0.034 0.013 -0.367 0.678 0.177 0.058 -0.06 -0.179 0.065 0.047 0.029 0.011 -0.33 0.581 0.163 0.056 -0.051 -0.158 -0.039 -0.029 -0.019 -0.008 0.002 0.012 0.082 0.044 0.007 -0.031 -0.032 -0.023 -0.015 -0.006 0.003 0.012 0.07 0.035 -5E-05 -0.035 -0.082 -0.04 0.002 0.045 0.032 0.019 0.007 -0.005 -0.017

-1.01 -3.189 -19.35 -3.382 7.309 12.69 12.29 11.9 13.63 4.447 -8.611 -25.52 -17.42 -3.529 5.845 10.67 10.33 10.13 11.6 4.03 -6.86 -21.05 -34.67 -11.6 5.887 17.53 23.34 23.56 25.07 5.906 -18.53 -48.24 -29.98 -10.14 4.902 14.94 19.98 20.22 21.5 5.283 -15.45 -40.69 -50.5 -19.17 6.889 27.68 26.61 26.59 20.98 9.532 -7.755

195 195 195 195 195 195 195 195 195 195 195 196 196 196 196 196 196 196 196 196 196 196 196 196 196 196 196 197 197 197 197 197 197 197 197 197 197 197 197 197 197 197 197 197 197 198 198 198 198 198 198

4.75 0 0.58333 1.16667 1.75 1.75 2.35 2.95 3.55 4.15 4.75 0 0.58333 1.16667 1.75 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 1.75 2.33333 2.91667 3.5 0 0.5 1 1.5 2 2 2.5 3 3.5 0 0.5 1 1.5 2 2 2.5 3 3.5 0 0.5 1 1.5 2 0

1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL

Combination -4.788 Combination -3.936 Combination -3.936 Combination -3.936 Combination -3.936 Combination -4.606 Combination -4.606 Combination -4.606 Combination -4.606 Combination -4.606 Combination -4.606 Combination -1.037 Combination -1.037 Combination -1.037 Combination -1.037 Combination -0.785 Combination -0.785 Combination -0.785 Combination -0.785 Combination -1.015 Combination -1.015 Combination -1.015 Combination -1.015 Combination -0.75 Combination -0.75 Combination -0.75 Combination -0.75 Combination -0.919 Combination -0.919 Combination -0.919 Combination -0.919 Combination -0.919 Combination -0.184 Combination -0.184 Combination -0.184 Combination -0.184 Combination -0.751 Combination -0.751 Combination -0.751 Combination -0.751 Combination -0.751 Combination -0.209 Combination -0.209 Combination -0.209 Combination -0.209 Combination 0.868 Combination 0.868 Combination 0.868 Combination 0.868 Combination 0.868 Combination 0.76

42.65 -49.04 -41.46 -33.61 -26.03 -3.317 4.49 12.66 21.11 29.28 37.09 -7.15 -5.988 -4.525 -3.363 3.7 4.861 6.325 7.487 -6.259 -5.263 -4.008 -3.013 3.159 4.155 5.409 6.405 -5.137 -4.166 -2.918 -1.596 -0.403 1.521 2.714 3.944 4.915 -4.431 -3.599 -2.529 -1.396 -0.373 1.287 2.31 3.364 4.196 -2.543 -1.571 -0.314 0.943 1.915 -2.099

0.02 -0.071 -0.071 -0.071 -0.071 0.019 0.019 0.019 0.019 0.019 0.019 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.003 0.003 0.003 0.003 -0.026 -0.026 -0.026 -0.026 -0.026 0.053 0.053 0.053 0.053 -0.023 -0.023 -0.023 -0.023 -0.023 0.045 0.045 0.045 0.045 -0.005 -0.005 -0.005 -0.005 -0.005 -0.004

-1.186 0.946 0.946 0.946 0.946 -1.041 -1.041 -1.041 -1.041 -1.041 -1.041 -0.152 -0.152 -0.152 -0.152 0.071 0.071 0.071 0.071 -0.141 -0.141 -0.141 -0.141 0.056 0.056 0.056 0.056 0.216 0.216 0.216 0.216 0.216 -0.141 -0.141 -0.141 -0.141 0.187 0.187 0.187 0.187 0.187 -0.139 -0.139 -0.139 -0.139 0.196 0.196 0.196 0.196 0.196 0.174

-0.029 -0.072 -0.031 0.01 0.051 0.026 0.014 0.003 -0.008 -0.02 -0.031 0.003 5E-04 -0.002 -0.004 0.012 0.009 0.007 0.004 0.002 4E-05 -0.002 -0.004 0.011 0.009 0.007 0.005 -0.019 -0.006 0.008 0.021 0.034 0.038 0.012 -0.015 -0.041 -0.017 -0.006 0.006 0.018 0.029 0.032 0.01 -0.013 -0.035 -0.006 -0.004 -0.001 0.001 0.004 -0.005

-30.64 -41.93 -15.52 6.379 23.76 22.86 22.53 17.4 7.267 -7.867 -27.8 -4.849 -0.997 2.069 4.35 4.413 1.935 -1.327 -5.375 -4.4 -1.023 1.681 3.713 3.779 1.663 -1.127 -4.589 -2.98 -0.642 1.138 2.264 2.757 2.736 1.683 0.013 -2.215 -2.598 -0.58 0.96 1.938 2.375 2.369 1.475 0.052 -1.849 -1.293 -0.252 0.229 0.062 -0.665 -1.002

198 198 198 198 199 199 199 199 199 199 199 199 199 199 199 199 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 202 202 202 202 202 202 202 202 202 202 202 202 202

0.5 1 1.5 2 0 0.6 1.2 1.8 2.4 3 0 0.6 1.2 1.8 2.4 3 0 0.6 1.2 1.8 2.4 3 3 3.5 4 4.5 5 0 0.6 1.2 1.8 2.4 3 3 3.5 4 4.5 5 0 0.6 1.2 1.8 2.4 3 3 3.58333 4.16667 4.75 0 0.6 1.2

1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL

Combination 0.76 Combination 0.76 Combination 0.76 Combination 0.76 Combination 0.679 Combination 0.679 Combination 0.679 Combination 0.679 Combination 0.679 Combination 0.679 Combination 0.602 Combination 0.602 Combination 0.602 Combination 0.602 Combination 0.602 Combination 0.602 Combination 0.058 Combination 0.058 Combination 0.058 Combination 0.058 Combination 0.058 Combination 0.058 Combination -0.126 Combination -0.126 Combination -0.126 Combination -0.126 Combination -0.126 Combination -0.072 Combination -0.072 Combination -0.072 Combination -0.072 Combination -0.072 Combination -0.072 Combination -0.119 Combination -0.119 Combination -0.119 Combination -0.119 Combination -0.119 Combination -0.28 Combination -0.28 Combination -0.28 Combination -0.28 Combination -0.28 Combination -0.28 Combination -1.25 Combination -1.25 Combination -1.25 Combination -1.25 Combination -0.287 Combination -0.287 Combination -0.287

-1.267 -0.189 0.889 1.721 -3.005 -1.804 -0.24 1.368 2.932 4.133 -2.59 -1.561 -0.221 1.158 2.498 3.528 -5.912 -4.71 -3.116 -1.339 0.256 1.457 1.934 2.906 4.168 5.43 6.401 -5.002 -3.973 -2.606 -1.083 0.284 1.314 1.655 2.488 3.57 4.651 5.484 -6.897 -5.696 -4.082 -2.261 -0.646 0.555 2.77 3.932 5.395 6.557 -5.936 -4.907 -3.523

-0.004 -0.004 -0.004 -0.004 -1E-03 -1E-03 -1E-03 -1E-03 -1E-03 -1E-03 -8E-04 -8E-04 -8E-04 -8E-04 -8E-04 -8E-04 0.003 0.003 0.003 0.003 0.003 0.003 -0.002 -0.002 -0.002 -0.002 -0.002 0.002 0.002 0.002 0.002 0.002 0.002 -0.001 -0.001 -0.001 -0.001 -0.001 -0.002 -0.002 -0.002 -0.002 -0.002 -0.002 -0.004 -0.004 -0.004 -0.004 -0.002 -0.002 -0.002

0.174 0.174 0.174 0.174 -0.052 -0.052 -0.052 -0.052 -0.052 -0.052 -0.047 -0.047 -0.047 -0.047 -0.047 -0.047 -0.481 -0.481 -0.481 -0.481 -0.481 -0.481 0.438 0.438 0.438 0.438 0.438 -0.399 -0.399 -0.399 -0.399 -0.399 -0.399 0.364 0.364 0.364 0.364 0.364 -0.545 -0.545 -0.545 -0.545 -0.545 -0.545 0.075 0.075 0.075 0.075 -0.472 -0.472 -0.472

-0.003 -0.001 0.001 0.003 0.002 0.003 0.003 0.004 0.004 0.005 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.004 0.002 3E-04 -0.001 -0.003 -0.004 -0.003 -0.003 -0.002 -7E-04 0.004 0.003 0.001 -2E-04 -0.002 -0.003 -0.003 -0.003 -0.002 -0.001 -7E-04 -0.003 -0.002 -6E-04 4E-04 0.001 0.003 -0.006 -0.004 -0.002 5E-04 -0.003 -0.002 -0.001

-0.15 0.223 0.039 -0.624 -1.38 0.084 0.706 0.368 -0.932 -3.073 -1.245 0.018 0.561 0.279 -0.826 -2.652 -4.192 -0.984 1.379 2.716 3.025 2.49 2.868 1.67 -0.087 -2.498 -5.468 -3.482 -0.771 1.216 2.322 2.549 2.051 2.357 1.332 -0.173 -2.238 -4.782 -6.036 -2.237 0.715 2.617 3.471 3.477 3.638 1.702 -1.018 -4.524 -5.189 -1.917 0.627

202 202 202 202 202 202 202 211 211 211 211 211 211 211 211 211 211 211 211 211 211 211 211 211 211 211 211 212 212 212 212 212 212 212 212 212 212 212 212 212 212 212 212 212 212 212 212 212 212 213 213

1.8 2.4 3 3 3.58333 4.16667 4.75 0 0.58333 1.16667 1.75 1.75 2.35 2.95 3.55 4.15 4.75 0 0.58333 1.16667 1.75 1.75 2.35 2.95 3.55 4.15 4.75 0 0.6 1.2 1.8 2.4 3 3 3.5 4 4.5 5 0 0.6 1.2 1.8 2.4 3 3 3.5 4 4.5 5 0 0.58333

1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.4DL 1.4DL

Combination -0.287 Combination -0.287 Combination -0.287 Combination -1.168 Combination -1.168 Combination -1.168 Combination -1.168 Combination -1.204 Combination -1.204 Combination -1.204 Combination -1.204 Combination -0.101 Combination -0.101 Combination -0.101 Combination -0.101 Combination -0.101 Combination -0.101 Combination -1.169 Combination -1.169 Combination -1.169 Combination -1.169 Combination -0.103 Combination -0.103 Combination -0.103 Combination -0.103 Combination -0.103 Combination -0.103 Combination -0.896 Combination -0.896 Combination -0.896 Combination -0.896 Combination -0.896 Combination -0.896 Combination 0.242 Combination 0.242 Combination 0.242 Combination 0.242 Combination 0.242 Combination -0.9 Combination -0.9 Combination -0.9 Combination -0.9 Combination -0.9 Combination -0.9 Combination 0.234 Combination 0.234 Combination 0.234 Combination 0.234 Combination 0.234 Combination 0.036 Combination 0.036

-1.962 -0.579 0.451 2.409 3.405 4.659 5.655 -6.109 -4.947 -3.484 -2.322 -2.308 -1.107 0.507 2.328 3.943 5.144 -5.234 -4.238 -2.984 -1.988 -1.937 -0.908 0.476 2.037 3.42 4.45 -6.315 -5.114 -3.519 -1.742 -0.147 1.054 2.749 3.72 4.982 6.244 7.215 -5.341 -4.311 -2.944 -1.421 -0.054 0.975 2.367 3.2 4.281 5.363 6.196 -3.65 -2.488

-0.002 -0.002 -0.002 -0.004 -0.004 -0.004 -0.004 0.009 0.009 0.009 0.009 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 0.009 0.009 0.009 0.009 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -5E-04 -5E-04 -5E-04 -5E-04 -5E-04 -5E-04 0.003 0.003 0.003 0.003 0.003 -7E-04 -7E-04 -7E-04 -7E-04 -7E-04 -7E-04 0.003 0.003 0.003 0.003 0.003 -2E-04 -2E-04

-0.472 -0.472 -0.472 0.055 0.055 0.055 0.055 -0.183 -0.183 -0.183 -0.183 0.062 0.062 0.062 0.062 0.062 0.062 -0.152 -0.152 -0.152 -0.152 0.059 0.059 0.059 0.059 0.059 0.059 0.117 0.117 0.117 0.117 0.117 0.117 0.134 0.134 0.134 0.134 0.134 0.086 0.086 0.086 0.086 0.086 0.086 0.13 0.13 0.13 0.13 0.13 0.032 0.032

-2E-05 1E-03 0.002 -0.005 -0.003 -4E-04 0.002 0.011 0.005 -2E-04 -0.006 -0.003 -0.002 -0.001 -7E-04 7E-05 8E-04 0.01 0.004 -0.001 -0.007 -0.002 -0.001 -7E-04 -3E-06 7E-04 0.001 -4E-04 -1E-04 2E-04 5E-04 8E-04 0.001 -5E-04 -0.002 -0.003 -0.005 -0.006 -0.001 -9E-04 -5E-04 -1E-04 3E-04 7E-04 6E-04 -7E-04 -0.002 -0.003 -0.005 -0.002 -0.001

2.273 3.019 3.04 3.196 1.517 -0.835 -3.86 -4.999 -1.755 0.704 2.378 1.688 2.734 2.932 2.081 0.182 -2.566 -4.252 -1.473 0.633 2.067 1.446 2.318 2.464 1.71 0.057 -2.322 -4.4 -0.95 1.655 3.233 3.784 3.491 4.309 2.704 0.54 -2.278 -5.655 -3.655 -0.741 1.448 2.758 3.188 2.893 3.589 2.208 0.347 -2.074 -4.974 -1.771 0.039

213 213 213 213 213 213 213 213 213 213 213 213

1.16667 1.75 2.33333 2.91667 3.5 0 0.58333 1.16667 1.75 2.33333 2.91667 3.5

1.4DL 1.4DL 1.4DL 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL 1.2DL+1.6LL

Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination

0.036 -0.95 -2E-04 0.036 0.796 -2E-04 0.036 2.543 -2E-04 0.036 4.081 -2E-04 0.036 5.243 -2E-04 0.003 -3.182 8E-05 0.003 -2.187 8E-05 0.003 -0.868 8E-05 0.003 0.629 8E-05 0.003 2.126 8E-05 0.003 3.444 8E-05 0.003 4.44 8E-05

0.032 0.032 0.032 0.032 0.032 0.046 0.046 0.046 0.046 0.046 0.046 0.046

-0.001 -0.001 -1E-03 -9E-04 -8E-04 -1E-04 -2E-04 -2E-04 -3E-04 -3E-04 -4E-04 -4E-04

1.056 1.107 0.127 -1.819 -4.558 -1.584 -0.002 0.902 0.976 0.168 -1.469 -3.786