Расчет сегментной безраскосной стропильной фермы, страница 4

Output Vector 3000     - Bar EndA Plane1 Moment    = -1185.59

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 4.60573

Output Vector 3008     - Bar EndA Axial Force      = -516.441

Element 8

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -7595.66

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -42.9179

Output Vector 3008     - Bar EndA Axial Force      = -533.732

Element 13

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 3346.29

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -42.9179

Output Vector 3008     - Bar EndA Axial Force      = -533.732

Element 14

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -2851.98

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -23.8357

Output Vector 3008     - Bar EndA Axial Force      = -593.676

Element 19

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 3160.86

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -23.8357

Output Vector 3008     - Bar EndA Axial Force      = -593.676

Element 20

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 32.0862

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -8.53629

Output Vector 3008     - Bar EndA Axial Force      = -618.463

Element 25

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 2169.66

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -8.53629

Output Vector 3008     - Bar EndA Axial Force      = -618.463

Element 26

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 2597.42

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 8.53629

Output Vector 3008     - Bar EndA Axial Force      = -618.463

Element 31

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 459.849

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 8.53629

Output Vector 3008     - Bar EndA Axial Force      = -618.463

Element 32

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 4363.19

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 23.8357

Output Vector 3008     - Bar EndA Axial Force      = -593.676

Element 37

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -1649.65

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 23.8357

Output Vector 3008     - Bar EndA Axial Force      = -593.676

Element 38

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 5534.68

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 42.9178

Output Vector 3008     - Bar EndA Axial Force      = -533.732

Element 43

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -5407.26

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 42.9178

Output Vector 3008     - Bar EndA Axial Force      = -533.732

Element 44

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -1415.75

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -4.58966

Output Vector 3008     - Bar EndA Axial Force      = -516.441

Element 50

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -33.3579

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -4.59232

Output Vector 3008     - Bar EndA Axial Force      = -516.441

Element 20

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 32.0862

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -8.53629

Output Vector 3008     - Bar EndA Axial Force      = -618.463

Element 25

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 2169.66

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -8.53629

Output Vector 3008     - Bar EndA Axial Force      = -618.463

Element 26

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 2597.42