TrussDesign 3D

3D space-truss analysis · CSA S16-19 steel design · NBCC 2020 loads

SOLVED · 44/48 PASS
0.0>1.0

3D perspective (isometric)

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Elevation X–Z (true orthographic)

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Elevation Y–Z (side, true orthographic)

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Plan X–Y

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Deflected shape — ULS3a

dashed grey = undeformed geometry

3D deflected
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Elevation X–Z deflected
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Legend and sign convention

Top ChordBottom ChordDiagonalVerticalTop StrutBottom StrutTop BracingBottom BracingOther
  • Translations and forces positive along +X, +Y, +Z; moments by the right-hand rule.
  • Member axial N: positive = tension, negative = compression.
  • Local x runs i → j; local y and z are set by the roll angle β. With β = 0 local z lies in the vertical plane.
  • Support glyph flag string is RX RY RZ MX MY MZ (1 = restrained).

Member 6

click any member in a viewport

Joints7 → 8
RoleTop Chord
SectionW200x46
Length (m)3.0000
A (mm²)5890
Iy (mm⁴)4.550e+7
Iz (mm⁴)1.530e+7
N i / j (kN)-338.18 / -338.18
My i / j (kNm)-8.140 / -9.106
Governing comboULS3a
Utilization0.355
StatusPASS