Расчет сегментной безраскосной стропильной фермы, страница 2

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 37.1572

Output Vector 3008     - Bar EndA Axial Force      = -481.98

Element 44

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -1150.69

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -3.78009

Output Vector 3008     - Bar EndA Axial Force      = -470.708

Element 50

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -11.6095

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -3.78252

Output Vector 3008     - Bar EndA Axial Force      = -470.708

Усилия в стойках.

Element 99

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 139.8832

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 48.7311

Output Vector 3008     - Bar EndA Axial Force      = 38.5896

Element 102

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -2434.7

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 42.7553

Output Vector 3008     - Bar EndA Axial Force      = 48.4226

Element 103

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 4256.56

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 52.2356

Output Vector 3008     - Bar EndA Axial Force      = -48.4852

Element 107

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -3366.13

Output Vector 3004     - Bar EndA Pl1 Shear Force  = 45.7551

Output Vector 3008     - Bar EndA Axial Force      = -21.5737

Element 108

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -1722.02

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -12.1942

Output Vector 3008     - Bar EndA Axial Force      = -16.3773

Element 113

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 1123.29

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -12.1942

Output Vector 3008     - Bar EndA Axial Force      = -16.3773

Element 114

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -466.516

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -3.11408

Output Vector 3008     - Bar EndA Axial Force      = 2.31938

Element 119

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 312.004

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -3.11408

Output Vector 3008     - Bar EndA Axial Force      = 2.31938

Element 120

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -2709.97

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -19.5308

Output Vector 3008     - Bar EndA Axial Force      = -17.2883

Element 125

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 1847.23

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -19.5308

Output Vector 3008     - Bar EndA Axial Force      = -17.2883

Element 126

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -6700.57

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -56.2364

Output Vector 3008     - Bar EndA Axial Force      = -21.3821

Element 130

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 4096.81

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -56.2364

Output Vector 3008     - Bar EndA Axial Force      = -21.3821

Element 131

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -5290.31

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -59.751

Output Vector 3008     - Bar EndA Axial Force      = 42.5382

Element 134

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = 2776.08

Output Vector 3004     - Bar EndA Pl1 Shear Force  = -59.751

Output Vector 3008     - Bar EndA Axial Force      = 42.5382

Усилия в элементах нижний пояс

List Output Query

Element 56

Output Set 1 - MSC/NASTRAN Case 1

Output Vector 3000     - Bar EndA Plane1 Moment    = -265562