Расчет сегментной безраскосной стропильной фермы, страница 5

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

Усилия в стойки

Element 99

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 6179.88

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 69.7354

Output Vector 3008     - Bar EndA Axial Force      = 49.5738

Element 102

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -3234.4

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 69.7354.

Output Vector 3008     - Bar EndA Axial Force      = 49.5738

Element 103

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      = -20.7591

Element 107

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      = -20.7591

Element 113

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 2874.73

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -31.2079

Output Vector 3008     - Bar EndA Axial Force      = -15.2399

Element 108

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -4407.11

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -31.2079

Output Vector 3008     - Bar EndA Axial Force      = -15.2399

Element 114

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 0.0000035482

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -2.31276E-7

Output Vector 3008     - Bar EndA Axial Force      = 31.6256

Element 119

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 0.000061367

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -2.31277E-7

Output Vector 3008     - Bar EndA Axial Force      = 31.6256

Element 120

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -4331.11

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -31.2079

Output Vector 3008     - Bar EndA Axial Force      = -15.2399

Element 125

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 2950.74

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -31.2079