TrussDesign 3D

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

SOLVED · 44/48 PASS
Arch / chord section:16 members · peak utilization 0.367 on member 1
0.0>1.0

Elevation X–Z — utilization heat map

arch profile along the span

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Utilization along the span (X direction)peak 0.367
DCR 1.0151822261923372024482125

bar position = member mid-point along X (m); bar height = governing utilization ratio; labels are member IDs

Side view Y–Z — utilization heat map

across the width of the truss pair

1234567891011121314151617181920212223242526272829303132333435363738394041424344454647481110001234011000567891010100011121314001000151617181920
Utilization across the width (Y direction)peak 0.367
DCR 1.0123456781819202122232425

bar position = member mid-point along Y (m); bar height = governing utilization ratio; labels are member IDs

Arch section members

governing check per member of the selected roles

MbrRoleSectionx mid (m)y mid (m)Gov. comboCf (kN)Tf (kN)Mfx (kNm)UtilizationStatus
1Bottom ChordW200x361.500.00ULS4a0.140.001.8800.367PASS
2Bottom ChordW200x364.500.00ULS10.00104.663.1470.244PASS
3Bottom ChordW200x367.500.00ULS10.00104.653.1470.244PASS
4Bottom ChordW200x3610.500.00ULS4a0.440.001.8810.367PASS
5Top ChordW200x461.500.00ULS1103.390.003.5220.294PASS
6Top ChordW200x464.500.00ULS3a338.180.009.3520.355PASS
7Top ChordW200x467.500.00ULS3a338.190.009.3520.355PASS
8Top ChordW200x4610.500.00ULS1103.390.003.5220.294PASS
18Bottom ChordW200x361.502.00ULS10.000.882.8050.244PASS
19Bottom ChordW200x364.502.00ULS10.00104.993.1330.244PASS
20Bottom ChordW200x367.502.00ULS10.00104.993.1330.244PASS
21Bottom ChordW200x3610.502.00ULS10.000.892.8050.244PASS
22Top ChordW200x461.502.00ULS1104.340.003.6100.294PASS
23Top ChordW200x464.502.00ULS3a337.780.009.3160.355PASS
24Top ChordW200x467.502.00ULS3a337.780.009.3160.355PASS
25Top ChordW200x4610.502.00ULS1104.340.003.6100.294PASS