Example on pushover analysis5-Span continuous & straight. CIP Concrete box girder. Two columns integral bent. CIP concrete piles with steel casing.*

Example (Contd)*

Example (Contd)

Moment-Curvature Plot

Sheet1

00

2.083180.063

4.167360.02

6.25539.425

8.333683.976

10.417790.376

12.5876.757

14.583950.998

16.6671017.875

18.751080.565

20.8331139.419

22.9171195.611

251250.124

27.0831303.621

29.7921371.459

32.7711445.091

36.0481524.642

39.6531611.009

43.6181704.958

47.981808.08

52.7781918.902

58.0562039.892

63.8612172.818

70.2472316.717

77.2722456.59

84.9992565.946

93.4992647.318

102.8492722.182

113.1342773.568

124.4472821.251

136.8922867.054

150.5812900.36

165.6392931.242

182.2032963.16

200.4232992.467

220.4663010.2

242.5123013.582

266.7633015.947

293.443017.196

322.7843016.09

355.0623006.867

390.5682987.252

429.6252962.652

472.5882933.482

519.8472898.832

571.8312861.845

629.0142820.418

691.9162758.225

761.1072693.73

837.2182632.804

920.942575.709

1013.0342525.527

1114.3372488.686

00

2.083179.357

4.167358.571

6.25537.496

8.333716.002

10.417890.139

12.51036.842

14.5831157.719

16.6671261.101

18.751352.408

20.8331434.658

22.9171510.268

251580.688

27.0831647.66

29.7921729.86

32.7711815.635

36.0481905.689

39.6532000.571

43.6182101.446

47.982208.971

52.7782323.914

58.0562447.963

63.8612579.303

70.2472720.144

77.2722872.338

84.9993023.34

93.4993134.762

102.8493221.194

113.1343297.201

124.4473354.137

136.8923401.043

150.5813443.766

165.6393470.499

182.2033482.077

200.4233489.001

220.4663489.711

242.5123475.211

266.7633451.293

293.443418.771

322.7843375.491

355.0623324.82

390.5683263.757

429.6253177.115

472.5883077.811

519.8472972.521

571.8312863.667

629.0142760.016

Chart1 (2)

00

180.063179.357

360.02358.571

539.425537.496

683.976716.002

790.376890.139

876.7571036.842

950.9981157.719

1017.8751261.101

1080.5651352.408

1139.4191434.658

1195.6111510.268

1250.1241580.688

1303.6211647.66

1371.4591729.86

1445.0911815.635

1524.6421905.689

1611.0092000.571

1704.9582101.446

1808.082208.971

1918.9022323.914

2039.8922447.963

2172.8182579.303

2316.7172720.144

2456.592872.338

2565.9463023.34

2647.3183134.762

2722.1823221.194

2773.5683297.201

2821.2513354.137

2867.0543401.043

2900.363443.766

2931.2423470.499

2963.163482.077

2992.4673489.001

3010.23489.711

3013.5823475.211

3015.9473451.293

3017.1963418.771

3016.093375.491

3006.8673324.82

2987.2523263.757

2962.6523177.115

2933.4823077.811

2898.8322972.521

2861.8452863.667

2820.4182760.016

2758.225

2693.73

2632.804

2575.709

2525.527

2488.686

P=530 Kips

P=1094 Kips

Curvature (Rad/106 in)

Moment

Example (Contd)

Example (Contd)OR (ATC-12): p = Lp (u y)

Example (Contd)

Load Deformation

*