• Author / Uploaded
• Michelle Corpuz Iballa

• Categories
• Viga (Estructura)
• Metodología
• Algoritmos
• Física aplicada e interdisciplinaria
• Ingeniería de productos químicos

Citation preview

Moment Distribution Method BEAM WEIGHT SPAN

13.1020 5.1000

1-2

JOINT MEMBER DF FEM 1ST CO 2ND CO 3RD CO 4TH SUM REACTION FEM SHEAR

A AB 0.000 -28.399 0.000 27.428 0.000 0.000 0.000 1.520 0.000 0.550 33.410 -17.029 16.381

2-3

L

16.381 161.422 248.240 235.411 238.708 237.960 238.008 238.420 236.604 243.672 209.464 76.102

X1

1.250

X2

2.984

79.267

X3

3.257

59.486

X4

3.186

64.513

X5

3.203

63.143

X6

3.200

63.485

X7

3.198

63.296

X8

3.208

64.050

K

K L

37.1980 6.4000

C BC 0.443 -126.969 43.714 0.000 0.000 -5.464 2.423 0.000 0.000 -86.296 119.034 -8.051 110.983

CB 0.500 126.969 0.000 21.857 -10.928 0.000 0.000 1.212 -1.289 137.820 119.034 8.051 127.084

D CD 0.500 -126.969 0.000 0.000 -10.928 0.000 0.000 1.366 -1.289 -137.820 119.034 2.122 121.156

NEGATIVE MOMENT A B C D E F G H I J

4-5

37.1980 6.4000

B BA 0.557 28.399 54.857 0.000 0.000 0.000 3.041 0.000 0.000 86.296 33.410 17.029 50.439

REACTION A B C D E F G H I J

3-4

37.1980 6.4000

0.550 -86.296 -137.820 -124.237 -127.652 -126.969 -126.969 -127.345 -125.464 -132.948 -104.560 -56.712 Positive Moments 10.241

X9

3.169

61.266

X10

3.319

71.964

X11

2.830

29.669

LONGITUDINAL DIRECTION(BEAM 1-12 @A) ROOF DECK 5-6 6-7 37.1980 37.1980 6.4000 6.4000 E

DC 0.500 126.969 0.000 0.000 0.000 -5.464 2.732 0.000 0.000 124.237 119.034 -2.122 116.911 1

DE 0.500 -126.969 0.000 0.000 0.000 0.000 2.732 0.000 0.000 -124.237 119.034 -0.534 118.500 2

F

ED 0.500 126.969 0.000 0.000 0.000 0.000 0.000 1.366 -0.683 127.652 119.034 0.534 119.567 3

7-8

EF 0.500 -126.969 0.000 0.000 0.000 0.000 0.000 0.000 -0.683 -127.652 119.034 0.107 119.140 4

FE 0.500 126.969 0.000 0.000 0.000 0.000 0.000 0.000 0.000 126.969 119.034 -0.107 118.927 5

8-9

37.1980 6.4000 G

FG 0.500 -126.969 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -126.969 119.034 0.000 119.034 6

GF 0.500 126.969 0.000 0.000 0.000 0.000 0.000 0.000 0.000 126.969 119.034 0.000 119.034 7

9-10

37.1980 6.4000 H

GH 0.500 -126.969 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -126.969 119.034 -0.059 118.975 8

HG 0.500 126.969 0.000 0.000 0.000 0.000 0.000 0.000 0.376 127.345 119.034 0.059 119.092 9

10-11 37.1980 6.4000

37.1980 6.4000 I

HI 0.500 -126.969 0.000 0.000 0.000 0.000 0.000 -0.753 0.376 -127.345 119.034 0.294 119.328 10

J

IH 0.500 126.969 0.000 0.000 0.000 0.000 -1.505 0.000 0.000 125.464 119.034 -0.294 118.740 11

IJ 0.500 -126.969 0.000 0.000 0.000 3.011 -1.505 0.000 0.000 -125.464 119.034 -1.169 117.864

JI 0.500 126.969 0.000 0.000 6.021 0.000 0.000 -0.753 0.710 132.948 119.034 1.169 120.203

K JK 0.500 -126.969 0.000 -12.042 6.021 0.000 0.000 -0.668 0.710 -132.948 119.034 4.436 123.469

12

13.102

37.198

37.198

37.198

37.198

37.198

37.198

37.198

37.198

37.198

33.523

5.100

6.400

6.400

6.400

6.400

6.400

6.400

6.400

6.400

6.400

5.100

Load

16.381

X

1.250

110.983

121.156

118.500

119.140

119.034

118.975

119.328

117.864

123.469

94.866

2.984

3.257

3.186

3.203

3.200

3.198

3.208

3.169

3.319

2.830

-50.439

-127.084

-116.911

-119.567

-118.927

-119.034

-119.092

-118.740

-120.203

-114.598

79.267

59.486

64.513

63.143

63.485

63.296

64.050

61.266

71.964

29.669

Shear

10.241

-76.102

Moment 0.550

-86.296

-137.820

-124.237

-127.652

-126.969

-126.969

-127.345

-125.464

-132.948

-104.560

-56.712

11-12 33.5230 5.1000

KJ 0.443 126.969 -24.084 0.000 0.000 3.011 -1.335 0.000 0.000 104.560 119.034 -4.436 114.598

KL 0.557 -72.661 -30.224 0.000 0.000 0.000 -1.675 0.000 0.000 -104.560 85.484 9.382 94.866

L LK 0.000 72.661 0.000 -15.112 0.000 0.000 0.000 -0.838 0.000 56.712 85.484 -9.382 76.102

Moment Distribution Method BEAM WEIGHT SPAN

31.1740 5.1000

1-2

JOINT MEMBER DF FEM 1ST CO 2ND CO 3RD CO 4TH SUM REACTION FEM SHEAR

A AB 0.000 -67.570 0.000 30.602 0.000 0.000 0.000 1.696 0.000 -35.272 79.494 -18.999 60.495

2-3

52.0150 6.4000

C BC 0.443 -177.545 48.771 0.000 0.000 -6.096 2.704 0.000 0.000 -132.166 166.448 -8.982 157.466

CB 0.500 177.545 0.000 24.386 -12.193 0.000 0.000 1.352 -1.438 189.651 166.448 8.982 175.430

D CD 0.500 -177.545 0.000 0.000 -12.193 0.000 0.000 1.524 -1.438 -189.651 166.448 2.368 168.816

E

7-8

8-9

52.0150 6.4000

F

9-10

52.0150 6.4000

G

10-11 52.0150 6.4000

52.0150 6.4000

H

I

DC 0.500 177.545 0.000 0.000 0.000 -6.096 3.048 0.000 0.000 174.496 166.448 -2.368 164.080

DE 0.500 -177.545 0.000 0.000 0.000 0.000 3.048 0.000 0.000 -174.496 166.448 -0.595 165.853

ED 0.500 177.545 0.000 0.000 0.000 0.000 0.000 1.524 -0.762 178.307 166.448 0.595 167.043

EF 0.500 -177.545 0.000 0.000 0.000 0.000 0.000 0.000 -0.762 -178.307 166.448 0.119 166.567

FE 0.500 177.545 0.000 0.000 0.000 0.000 0.000 0.000 0.000 177.545 166.448 -0.119 166.329

FG 0.500 -177.545 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -177.545 166.448 0.000 166.448

GF 0.500 177.545 0.000 0.000 0.000 0.000 0.000 0.000 0.000 177.545 166.448 0.000 166.448

GH 0.500 -177.545 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -177.545 166.448 -0.087 166.361

HG 0.500 177.545 0.000 0.000 0.000 0.000 0.000 0.000 0.559 178.104 166.448 0.087 166.535

HI 0.500 -177.545 0.000 0.000 0.000 0.000 0.000 -1.119 0.559 -178.104 166.448 0.437 166.885

IH 0.500 177.545 0.000 0.000 0.000 0.000 -2.238 0.000 0.000 175.307 166.448 -0.437 166.011

31.174

52.015

52.015

52.015

52.015

52.015

52.015

52.015

52.015

52.015

44.664

5.100

6.400

6.400

6.400

6.400

6.400

6.400

6.400

6.400

6.400

5.100

60.495

157.466

168.816

165.853

166.567

166.448

166.361

166.885

164.710

173.042

127.841

1.941

3.027

3.246

3.189

3.202

3.200

3.198

3.208

3.167

3.327

2.862

-98.493

-175.430

-164.080

-167.043

-166.329

-166.448

-166.535

-166.011

-168.186

-159.854

106.184

84.297

89.919

88.391

88.772

88.493

89.613

85.476

101.403

38.727

J IJ 0.500 -177.545 0.000 0.000 0.000 4.476 -2.238 0.000 0.000 -175.307 166.448 -1.738 164.710

JI 0.500 177.545 0.000 0.000 8.951 0.000 0.000 -1.119 1.056 186.432 166.448 1.738 168.186

A B C D E F G H I J

L X1

1.941

-35.272 -132.166 -189.651 -174.496 -178.307 -177.545 -177.545 -178.104 -175.307 -186.432 -144.231 -73.098 Positive Moments 58.697

X2

3.027

106.184

X3

3.246

84.297

X4

3.189

89.919

X5

3.202

88.391

X6

3.200

88.772

X7

3.198

88.493

X8

3.208

89.613

K L

X9

3.167

85.476

X10

3.327

101.403

X11

2.862

38.727

Load

X

Shear

58.697

-99.946

Moment -35.272

-132.166

-189.651

-174.496

-178.307

-177.545

-177.545

-178.104

-175.307

-186.432

-144.231

-73.098

11-12 44.6640 5.1000 K

JK 0.500 -177.545 0.000 -17.902 8.951 0.000 0.000 -0.992 1.056 -186.432 166.448 6.594 173.042

NEGATIVE MOMENT

60.495 255.958 344.246 329.933 333.610 332.777 332.809 333.420 330.721 341.228 287.695 99.946

K

4-5

52.0150 6.4000

B BA 0.557 67.570 61.203 0.000 0.000 0.000 3.393 0.000 0.000 132.166 79.494 18.999 98.493

REACTION A B C D E F G H I J

3-4

52.0150 6.4000

LONGITUDINAL DIRECTION(BEAM 1-12 @B) ROOF DECK 5-6 6-7 52.0150 52.0150 6.4000 6.4000

KJ 0.443 177.545 -35.804 0.000 0.000 4.476 -1.985 0.000 0.000 144.231 166.448 -6.594 159.854

KL 0.557 -96.809 -44.931 0.000 0.000 0.000 -2.491 0.000 0.000 -144.231 113.893 13.948 127.841

L LK 0.000 96.809 0.000 -22.465 0.000 0.000 0.000 -1.245 0.000 73.098 113.893 -13.948 99.946

Moment Distribution Method BEAM WEIGHT SPAN

1-2

2-3

44.6640 5.1000

JOINT A MEMBER AB DF 0.000 FEM -96.809 1ST 0.000 CO 22.397 2ND 0.000 CO 0.000 3RD 0.000 CO 1.242 4TH 0.000 SUM -73.171 REACTION 113.893 FEM -13.905 SHEAR 99.988

51.9430 6.4000

C BC 0.443 -177.299 35.695 0.000 0.000 -4.462 1.979 0.000 0.000 -144.087 166.218 -6.574 159.644

CB 0.500 177.299 0.000 17.848 -8.924 0.000 0.000 0.989 -1.052 186.160 166.218 6.574 172.792

D CD 0.500 -177.299 0.000 0.000 -8.924 0.000 0.000 1.115 -1.052 -186.160 166.218 1.733 167.951

E

F

7-8

8-9

51.9430 6.4000

9-10 51.9430 6.4000

51.9430 6.4000

G

H

10-11 51.9430 6.4000

I

DC 0.500 177.299 0.000 0.000 0.000 -4.462 2.231 0.000 0.000 175.068 166.218 -1.733 164.485

DE 0.500 -177.299 0.000 0.000 0.000 0.000 2.231 0.000 0.000 -175.068 166.218 -0.436 165.782

ED 0.500 177.299 0.000 0.000 0.000 0.000 0.000 1.115 -0.558 177.857 166.218 0.436 166.653

EF 0.500 -177.299 0.000 0.000 0.000 0.000 0.000 0.000 -0.558 -177.857 166.218 0.087 166.305

FE 0.500 177.299 0.000 0.000 0.000 0.000 0.000 0.000 0.000 177.299 166.218 -0.087 166.130

FG 0.500 -177.299 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -177.299 166.218 0.000 166.218

GF 0.500 177.299 0.000 0.000 0.000 0.000 0.000 0.000 0.000 177.299 166.218 0.000 166.218

GH 0.500 -177.299 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -177.299 166.218 -0.079 166.139

HG 0.500 177.299 0.000 0.000 0.000 0.000 0.000 0.000 0.504 177.802 166.218 0.079 166.296

HI 0.500 -177.299 0.000 0.000 0.000 0.000 0.000 -1.007 0.504 -177.802 166.218 0.393 166.611

IH 0.500 177.299 0.000 0.000 0.000 0.000 -2.014 0.000 0.000 175.284 166.218 -0.393 165.824

44.664

51.943

51.943

51.943

51.943

51.943

51.943

51.943

51.943

51.943

48.268

5.100

6.400

6.400

6.400

6.400

6.400

6.400

6.400

6.400

6.400

5.100

99.988

159.644

167.951

165.782

166.305

166.218

166.139

166.611

164.653

172.153

135.639

2.239

3.073

3.233

3.192

3.202

3.200

3.198

3.208

3.170

3.314

2.810

-127.798

-172.792

-164.485

-166.653

-166.130

-166.218

-166.296

-165.824

-167.782

-160.282

101.241

85.363

89.488

88.371

88.649

88.398

89.406

85.680

99.983

43.271

J IJ 0.500 -177.299 0.000 0.000 0.000 4.029 -2.014 0.000 0.000 -175.284 166.218 -1.565 164.653

JI 0.500 177.299 0.000 0.000 8.058 0.000 0.000 -1.007 0.950 185.300 166.218 1.565 167.782

A B C D E F G H I J

L X1

2.239

-73.171 -144.087 -186.160 -175.068 -177.857 -177.299 -177.299 -177.802 -175.284 -185.300 -147.310 -83.276 Positive Moments 111.920

X2

3.073

101.241

X3

3.233

85.363

X4

3.192

89.488

X5

3.202

88.371

X6

3.200

88.649

X7

3.198

88.398

X8

3.208

89.406

K L

X9

3.170

85.680

X10

3.314

99.983

X11

2.810

43.271

Load

X

Shear

111.920

-110.528

Moment -73.171

-144.087

-186.160

-175.068

-177.857

-177.299

-177.299

-177.802

-175.284

-185.300

-147.310

-83.276

11-12 48.2680 5.1000 K

JK 0.500 -177.299 0.000 -16.116 8.058 0.000 0.000 -0.893 0.950 -185.300 166.218 5.936 172.153

NEGATIVE MOMENT

99.988 287.442 340.742 330.266 332.958 332.348 332.357 332.907 330.477 339.936 295.921 110.528

K

4-5

51.9430 6.4000

B BA 0.557 96.809 44.794 0.000 0.000 0.000 2.483 0.000 0.000 144.087 113.893 13.905 127.798

REACTION A B C D E F G H I J

3-4

51.9430 6.4000

LONGITUDINAL DIRECTION(BEAM 1-12 @C) ROOF DECK 5-6 6-7 51.9430 51.9430 6.4000 6.4000

KJ 0.443 177.299 -32.231 0.000 0.000 4.029 -1.787 0.000 0.000 147.310 166.218 -5.936 160.282

KL 0.557 -104.621 -40.447 0.000 0.000 0.000 -2.242 0.000 0.000 -147.310 123.083 12.556 135.639

L LK 0.000 104.621 0.000 -20.223 0.000 0.000 0.000 -1.121 0.000 83.276 123.083 -12.556 110.528

Moment Distribution Method BEAM WEIGHT SPAN

1-2

2-3

44.6640 5.1000

JOINT A MEMBER AB DF 0.000 FEM -96.809 1ST 0.000 CO 22.397 2ND 0.000 CO 0.000 3RD 0.000 CO 1.242 4TH 0.000 SUM -73.171 REACTION 113.893 FEM -13.905 SHEAR 99.988

51.9430 6.4000

C BC 0.443 -177.299 35.695 0.000 0.000 -4.462 1.979 0.000 0.000 -144.087 166.218 -6.574 159.644

CB 0.500 177.299 0.000 17.848 -8.924 0.000 0.000 0.989 -1.052 186.160 166.218 6.574 172.792

D CD 0.500 -177.299 0.000 0.000 -8.924 0.000 0.000 1.115 -1.052 -186.160 166.218 1.733 167.951

E

F

7-8

8-9

51.9430 6.4000

9-10 51.9430 6.4000

51.9430 6.4000

G

H

10-11 51.9430 6.4000

I

DC 0.500 177.299 0.000 0.000 0.000 -4.462 2.231 0.000 0.000 175.068 166.218 -1.733 164.485

DE 0.500 -177.299 0.000 0.000 0.000 0.000 2.231 0.000 0.000 -175.068 166.218 -0.436 165.782

ED 0.500 177.299 0.000 0.000 0.000 0.000 0.000 1.115 -0.558 177.857 166.218 0.436 166.653

EF 0.500 -177.299 0.000 0.000 0.000 0.000 0.000 0.000 -0.558 -177.857 166.218 0.087 166.305

FE 0.500 177.299 0.000 0.000 0.000 0.000 0.000 0.000 0.000 177.299 166.218 -0.087 166.130

FG 0.500 -177.299 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -177.299 166.218 0.000 166.218

GF 0.500 177.299 0.000 0.000 0.000 0.000 0.000 0.000 0.000 177.299 166.218 0.000 166.218

GH 0.500 -177.299 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -177.299 166.218 -0.079 166.139

HG 0.500 177.299 0.000 0.000 0.000 0.000 0.000 0.000 0.504 177.802 166.218 0.079 166.296

HI 0.500 -177.299 0.000 0.000 0.000 0.000 0.000 -1.007 0.504 -177.802 166.218 0.393 166.611

IH 0.500 177.299 0.000 0.000 0.000 0.000 -2.014 0.000 0.000 175.284 166.218 -0.393 165.824

44.664

51.943

51.943

51.943

51.943

51.943

51.943

51.943

51.943

51.943

48.268

5.100

6.400

6.400

6.400

6.400

6.400

6.400

6.400

6.400

6.400

5.100

99.988

159.644

167.951

165.782

166.305

166.218

166.139

166.611

164.653

172.153

135.639

2.239

3.073

3.233

3.192

3.202

3.200

3.198

3.208

3.170

3.314

2.810

-127.798

-172.792

-164.485

-166.653

-166.130

-166.218

-166.296

-165.824

-167.782

-160.282

101.241

85.363

89.488

88.371

88.649

88.398

89.406

85.680

99.983

43.271

J IJ 0.500 -177.299 0.000 0.000 0.000 4.029 -2.014 0.000 0.000 -175.284 166.218 -1.565 164.653

JI 0.500 177.299 0.000 0.000 8.058 0.000 0.000 -1.007 0.950 185.300 166.218 1.565 167.782

A B C D E F G H I J

L X1

2.239

-73.171 -144.087 -186.160 -175.068 -177.857 -177.299 -177.299 -177.802 -175.284 -185.300 -147.310 -83.276 Positive Moments 111.920

X2

3.073

101.241

X3

3.233

85.363

X4

3.192

89.488

X5

3.202

88.371

X6

3.200

88.649

X7

3.198

88.398

X8

3.208

89.406

K L

X9

3.170

85.680

X10

3.314

99.983

X11

2.810

43.271

Load

X

Shear

111.920

-110.528

Moment -73.171

-144.087

-186.160

-175.068

-177.857

-177.299

-177.299

-177.802

-175.284

-185.300

-147.310

-83.276

11-12 48.2680 5.1000 K

JK 0.500 -177.299 0.000 -16.116 8.058 0.000 0.000 -0.893 0.950 -185.300 166.218 5.936 172.153

NEGATIVE MOMENT

99.988 287.442 340.742 330.266 332.958 332.348 332.357 332.907 330.477 339.936 295.921 110.528

K

4-5

51.9430 6.4000

B BA 0.557 96.809 44.794 0.000 0.000 0.000 2.483 0.000 0.000 144.087 113.893 13.905 127.798

REACTION A B C D E F G H I J

3-4

51.9430 6.4000

LONGITUDINAL DIRECTION(BEAM 1-12 @D) ROOF DECK 5-6 6-7 51.9430 51.9430 6.4000 6.4000

KJ 0.443 177.299 -32.231 0.000 0.000 4.029 -1.787 0.000 0.000 147.310 166.218 -5.936 160.282

KL 0.557 -104.621 -40.447 0.000 0.000 0.000 -2.242 0.000 0.000 -147.310 123.083 12.556 135.639

L LK 0.000 104.621 0.000 -20.223 0.000 0.000 0.000 -1.121 0.000 83.276 123.083 -12.556 110.528

Moment Distribution Method BEAM WEIGHT SPAN

24.2440 5.1000

1-2

JOINT MEMBER DF FEM 1ST CO 2ND CO 3RD CO 4TH SUM REACTION FEM SHEAR

A AB 0.000 -52.549 0.000 34.781 0.000 0.000 0.000 1.928 0.000 -15.839 61.822 -21.594 40.228

2-3

52.0150 6.4000

C BC 0.443 -177.545 55.433 0.000 0.000 -6.929 3.073 0.000 0.000 -125.968 166.448 -10.209 156.239

CB 0.500 177.545 0.000 27.716 -13.858 0.000 0.000 1.536 -1.634 191.305 166.448 10.209 176.657

D CD 0.500 -177.545 0.000 0.000 -13.858 0.000 0.000 1.732 -1.634 -191.305 166.448 2.691 169.139

E

F

7-8

8-9

52.0150 6.4000

9-10 52.0150 6.4000

52.0150 6.4000

G

H

10-11 52.0150 6.4000

I

DC 0.500 177.545 0.000 0.000 0.000 -6.929 3.465 0.000 0.000 174.080 166.448 -2.691 163.757

DE 0.500 -177.545 0.000 0.000 0.000 0.000 3.465 0.000 0.000 -174.080 166.448 -0.677 165.771

ED 0.500 177.545 0.000 0.000 0.000 0.000 0.000 1.732 -0.866 178.411 166.448 0.677 167.125

EF 0.500 -177.545 0.000 0.000 0.000 0.000 0.000 0.000 -0.866 -178.411 166.448 0.135 166.583

FE 0.500 177.545 0.000 0.000 0.000 0.000 0.000 0.000 0.000 177.545 166.448 -0.135 166.313

FG 0.500 -177.545 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -177.545 166.448 0.000 166.448

GF 0.500 177.545 0.000 0.000 0.000 0.000 0.000 0.000 0.000 177.545 166.448 0.000 166.448

GH 0.500 -177.545 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -177.545 166.448 -0.119 166.329

HG 0.500 177.545 0.000 0.000 0.000 0.000 0.000 0.000 0.762 178.307 166.448 0.119 166.567

HI 0.500 -177.545 0.000 0.000 0.000 0.000 0.000 -1.524 0.762 -178.307 166.448 0.595 167.043

IH 0.500 177.545 0.000 0.000 0.000 0.000 -3.048 0.000 0.000 174.496 166.448 -0.595 165.853

24.244

52.015

52.015

52.015

52.015

52.015

52.015

52.015

52.015

52.015

31.174

5.100

6.400

6.400

6.400

6.400

6.400

6.400

6.400

6.400

6.400

5.100

40.228

156.239

169.139

165.771

166.583

166.448

166.329

167.043

164.080

175.430

98.493

1.659

3.004

3.252

3.187

3.203

3.200

3.198

3.211

3.154

3.373

3.159

-83.416

-176.657

-163.757

-167.125

-166.313

-166.448

-166.567

-165.853

-168.816

-157.466

108.682

83.694

90.076

88.339

88.772

88.391

89.919

84.297

106.184

23.425

J IJ 0.500 -177.545 0.000 0.000 0.000 6.096 -3.048 0.000 0.000 -174.496 166.448 -2.368 164.080

JI 0.500 177.545 0.000 0.000 12.193 0.000 0.000 -1.524 1.438 189.651 166.448 2.368 168.816

A B C D E F G H I J

L X1

1.659

-15.839 -125.968 -191.305 -174.080 -178.411 -177.545 -177.545 -178.307 -174.496 -189.651 -132.166 -35.272 Positive Moments 33.376

X2

3.004

108.682

X3

3.252

83.694

X4

3.187

90.076

X5

3.203

88.339

X6

3.200

88.772

X7

3.198

88.391

X8

3.211

89.919

K L

X9

3.154

84.297

X10

3.373

106.184

X11

3.159

23.425

Load

X

Shear

33.376

-60.495

Moment -15.839

-125.968

-191.305

-174.080

-178.411

-177.545

-177.545

-178.307

-174.496

-189.651

-132.166

-35.272

11-12 31.1740 5.1000 K

JK 0.500 -177.545 0.000 -24.386 12.193 0.000 0.000 -1.352 1.438 -189.651 166.448 8.982 175.430

NEGATIVE MOMENT

40.228 239.655 345.796 329.528 333.708 332.761 332.777 333.610 329.933 344.246 255.958 60.495

K

4-5

52.0150 6.4000

B BA 0.557 52.549 69.563 0.000 0.000 0.000 3.856 0.000 0.000 125.968 61.822 21.594 83.416

REACTION A B C D E F G H I J

3-4

52.0150 6.4000

LONGITUDINAL DIRECTION(BEAM 1-12 @E) ROOF DECK 5-6 6-7 52.0150 52.0150 6.4000 6.4000

KJ 0.443 177.545 -48.771 0.000 0.000 6.096 -2.704 0.000 0.000 132.166 166.448 -8.982 157.466

KL 0.557 -67.570 -61.203 0.000 0.000 0.000 -3.393 0.000 0.000 -132.166 79.494 18.999 98.493

L LK 0.000 67.570 0.000 -30.602 0.000 0.000 0.000 -1.696 0.000 35.272 79.494 -18.999 60.495

Moment Distribution Method BEAM WEIGHT SPAN

13.1020 5.1000

1-2

JOINT MEMBER DF FEM 1ST CO 2ND CO 3RD CO 4TH SUM REACTION FEM SHEAR

A AB 0.000 -28.399 0.000 27.428 0.000 0.000 0.000 1.520 0.000 0.550 33.410 -17.029 16.381

2-3

37.1980 6.4000

C BC 0.443 -126.969 43.714 0.000 0.000 -5.464 2.423 0.000 0.000 -86.296 119.034 -8.051 110.983

CB 0.500 126.969 0.000 21.857 -10.928 0.000 0.000 1.212 -1.289 137.820 119.034 8.051 127.084

D CD 0.500 -126.969 0.000 0.000 -10.928 0.000 0.000 1.366 -1.289 -137.820 119.034 2.122 121.156

E

F

7-8

8-9

37.1980 6.4000

9-10 37.1980 6.4000

37.1980 6.4000

G

H

10-11 37.1980 6.4000

I

DC 0.500 126.969 0.000 0.000 0.000 -5.464 2.732 0.000 0.000 124.237 119.034 -2.122 116.911

DE 0.500 -126.969 0.000 0.000 0.000 0.000 2.732 0.000 0.000 -124.237 119.034 -0.534 118.500

ED 0.500 126.969 0.000 0.000 0.000 0.000 0.000 1.366 -0.683 127.652 119.034 0.534 119.567

EF 0.500 -126.969 0.000 0.000 0.000 0.000 0.000 0.000 -0.683 -127.652 119.034 0.107 119.140

FE 0.500 126.969 0.000 0.000 0.000 0.000 0.000 0.000 0.000 126.969 119.034 -0.107 118.927

FG 0.500 -126.969 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -126.969 119.034 0.000 119.034

GF 0.500 126.969 0.000 0.000 0.000 0.000 0.000 0.000 0.000 126.969 119.034 0.000 119.034

GH 0.500 -126.969 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -126.969 119.034 -0.107 118.927

HG 0.500 126.969 0.000 0.000 0.000 0.000 0.000 0.000 0.683 127.652 119.034 0.107 119.140

HI 0.500 -126.969 0.000 0.000 0.000 0.000 0.000 -1.366 0.683 -127.652 119.034 0.534 119.567

IH 0.500 126.969 0.000 0.000 0.000 0.000 -2.732 0.000 0.000 124.237 119.034 -0.534 118.500

13.102

37.198

37.198

37.198

37.198

37.198

37.198

37.198

37.198

37.198

13.102

5.100

6.400

6.400

6.400

6.400

6.400

6.400

6.400

6.400

6.400

5.100

16.381

110.983

121.156

118.500

119.140

119.034

118.927

119.567

116.911

127.084

50.439

1.250

2.984

3.257

3.186

3.203

3.200

3.197

3.214

3.143

3.416

3.850

-50.439

-127.084

-116.911

-119.567

-118.927

-119.034

-119.140

-118.500

-121.156

-110.983

79.267

59.486

64.513

63.143

63.485

63.143

64.513

59.486

79.267

10.791

J IJ 0.500 -126.969 0.000 0.000 0.000 5.464 -2.732 0.000 0.000 -124.237 119.034 -2.122 116.911

JI 0.500 126.969 0.000 0.000 10.928 0.000 0.000 -1.366 1.289 137.820 119.034 2.122 121.156

A B C D E F G H I J

L X1

1.250

X2

2.984

79.267

X3

3.257

59.486

X4

3.186

64.513

X5

3.203

63.143

X6

3.200

63.485

X7

3.197

63.143

X8

3.214

64.513

K L

0.550 -86.296 -137.820 -124.237 -127.652 -126.969 -126.969 -127.652 -124.237 -137.820 -86.296 0.550 Positive Moments 10.241

X9

3.143

59.486

X10

3.416

79.267

X11

3.850

10.791

Load

X

Shear

10.241

-16.381

Moment 0.550

-86.296

-137.820

-124.237

-127.652

-126.969

-126.969

-127.652

-124.237

-137.820

-86.296

0.550

11-12 13.1020 5.1000 K

JK 0.500 -126.969 0.000 -21.857 10.928 0.000 0.000 -1.212 1.289 -137.820 119.034 8.051 127.084

NEGATIVE MOMENT

16.381 161.422 248.240 235.411 238.708 237.960 237.960 238.708 235.411 248.240 161.422 16.381

K

4-5

37.1980 6.4000

B BA 0.557 28.399 54.857 0.000 0.000 0.000 3.041 0.000 0.000 86.296 33.410 17.029 50.439

REACTION A B C D E F G H I J

3-4

37.1980 6.4000

LONGITUDINAL DIRECTION(BEAM 1-12 @F) ROOF DECK 5-6 6-7 37.1980 37.1980 6.4000 6.4000

KJ 0.443 126.969 -43.714 0.000 0.000 5.464 -2.423 0.000 0.000 86.296 119.034 -8.051 110.983

KL 0.557 -28.399 -54.857 0.000 0.000 0.000 -3.041 0.000 0.000 -86.296 33.410 17.029 50.439

L LK 0.000 28.399 0.000 -27.428 0.000 0.000 0.000 -1.520 0.000 -0.550 33.410 -17.029 16.381