Расчет сегментной безраскосной стропильной фермы, страница 3

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -2.38757

Output Vector 3008     - Bar EndA Axial Force      = 423.215

Element 51

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -265562

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -2.38757

Output Vector 3008     - Bar EndA Axial Force      = 423.215

Element 51

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -5945.94

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -57.1862

Output Vector 3008     - Bar EndA Axial Force      = 427.95

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  = -57.1862

Output Vector 3008     - Bar EndA Axial Force      = 427.95

Element 63

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -2357.76

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -13.6189

Output Vector 3008     - Bar EndA Axial Force      = 532.02

Element 68

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 2357.76

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -13.6189

Output Vector 3008     - Bar EndA Axial Force      = 532.02

Element 74

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 1178.77

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -2.75833

Output Vector 3008     - Bar EndA Axial Force      = 544.214

Element 69

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 489.185

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -2.75833

Output Vector 3008     - Bar EndA Axial Force      = 544.214

Element 80

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 934.945

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -0.43895

Output Vector 3008     - Bar EndA Axial Force      = 541.1

Element 75

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 825.208

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -0.43895

Output Vector 3008     - Bar EndA Axial Force      = 541.1

Element 81

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 3583.88

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 17.7273

Output Vector 3008     - Bar EndA Axial Force      = 521.569

Element 86

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -847.945

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 17.7273

Output Vector 3008     - Bar EndA Axial Force      = 521.569

Element 92

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 3106.37

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -39.1094

Output Vector 3008     - Bar EndA Axial Force      = 465.333

Element 87

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -6670.98

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -39.1094

Output Vector 3008     - Bar EndA Axial Force      = 465.333

Element 98

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -1034.66

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 3.42884

Output Vector 3008     - Bar EndA Axial Force      = 405.582

Element 94

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -177.448

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 3.42884

Output Vector 3008     - Bar EndA Axial Force      = 405.582

Численные значения внутренних усилий в элиментах безраскосной фермы при второй комбинацииприложения нагрузки.

Усилия в элементах верхнего пояса.

List Output Query

Element 1

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 196.184

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 4.60785

Output Vector 3008     - Bar EndA Axial Force      = -516.441

Element 7

Output Set 1 - MSC/NASTRAN Case 1