Расчет сегментной безраскосной стропильной фермы, страница 7

Output Vector 3008     - Bar EndA Axial Force      = 585.317

Element 92

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 3411.61

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -45.1863

Output Vector 3008     - Bar EndA Axial Force      = 514.95

Element 87

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -7884.95

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -45.1863

Output Vector 3008     - Bar EndA Axial Force      = 514.95

Element 98

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -1293.08

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 4.3876

Output Vector 3008     - Bar EndA Axial Force      = 445.214

Element 93

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -196.176

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 4.3876

Output Vector 3008     - Bar EndA Axial Force      = 445.214

Element 63

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -2830.58

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -24.4271

Output Vector 3008     - Bar EndA Axial Force      = 585.317

Element 68

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 3276.2

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -24.4271

Output Vector 3008     - Bar EndA Axial Force      = 585.317

Element 74

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 549.8

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 9.18719

Output Vector 3008     - Bar EndA Axial Force      = 616.525

Element 65

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -387.87

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -24.4271

Output Vector 3008     - Bar EndA Axial Force      = 585.317

Element 69

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 2846.6

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 9.18719

Output Vector 3008     - Bar EndA Axial Force      = 616.525

Element 80

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 2387.24

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -9.18719

Output Vector 3008     - Bar EndA Axial Force      = 616.525

Element 75

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 90.4402

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -9.18719

Output Vector 3008     - Bar EndA Axial Force      = 616.525

Element 81

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 4497.55

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 24.4271

Output Vector 3008     - Bar EndA Axial Force      = 585.317

Element 86

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -1609.22

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 24.4271

Output Vector 3008     - Bar EndA Axial Force      = 585.317

Element 92

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 3411.61

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -45.1863

Output Vector 3008     - Bar EndA Axial Force      = 514.95

Element 87

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -7884.95

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -45.1863

Output Vector 3008     - Bar EndA Axial Force      = 514.95

Element 98

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -1293.08

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 4.3876

Output Vector 3008     - Bar EndA Axial Force      = 445.214

Element 93

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -196.176

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 4.3876

Output Vector 3008     - Bar EndA Axial Force      = 445.214