Расчет сегментной безраскосной стропильной фермы, страница 6

Output Vector 3008     - Bar EndA Axial Force      = -15.2399

Element 126

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -8386.66

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -70.3673

Output Vector 3008     - Bar EndA Axial Force      = -20.7592

Element 130

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 5123.87

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -70.3673

Output Vector 3008     - Bar EndA Axial Force      = -20.7592

Element 131

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -6179.9

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -69.7355

Output Vector 3008     - Bar EndA Axial Force      = 49.5739

Element 134

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 3234.4

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -69.7355

Output Vector 3008     - Bar EndA Axial Force      = 49.5739

Усилия в элиментах нижнего пояса

List Output Query

Element 56

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -415.562

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -4.38757

Output Vector 3008     - Bar EndA Axial Force      = 445.215

Element 51

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -1512.45

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -4.38757

Output Vector 3008     - Bar EndA Axial Force      = 445.215

Element 57

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -7884.94

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -45.1862

Output Vector 3008     - Bar EndA Axial Force      = 514.95

Element 62

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 3411.61

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -45.1862

Output Vector 3008     - Bar EndA Axial Force      = 514.95

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

Output Vector 3010     - Bar EndA Torque Force     = 0.

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