TrussDesign 3D

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

SOLVED · 44/48 PASS

Sections in this model

click to inspect

DesignationMembersMax util.
W200x4680.355
W200x3680.367
L102x76x9.580.636
L76x76x7.9241.100
L89x89x9.50—
W250x450—
W250x580—
W310x600—

Parametric library

IDShapeA (mm²)J (mm⁴)
SQ200Rectangle400002.253e+8

W200x46 — cross section

x–x strong axis (red), y–y (green), centroid marked

x–xy–yd=203bf=203t=11tw=7.24

Dimension details

CISC Handbook convention, mm units

TypeW-section
Depth d203
Flange width bf203
Flange thickness tf11
Web thickness tw7.24
b/2t (flange ratio)9.23
h/tw (web ratio)25.00
Ag (mm²)5890
Ane (mm²)5490
Ix / Iy (mm⁴)4.550e+7 / 1.530e+7
Sx / Sy (mm³)4.480e+5 / 1.560e+5
Zx / Zy (mm³)5.100e+5 / 2.380e+5
rx / ry (mm)87.8 / 51
J (mm⁴)1.580e+5
Cw (mm⁶)1.130e+11

Passed to the solver as A = Ag/1e6 = 0.005890 m², Iy = Ix/1e12 = 4.5500e-5 m⁴, Iz = Iy/1e12 = 1.5300e-5 m⁴ (strong axis about analysis local y).

Members using W200x46

worst utilization 0.355 on member 7

MemberRoleL (m)ClassGov. comboCf (kN)Tf (kN)UtilizationStatus
5Top Chord3.0003ULS1103.390.000.294PASS
6Top Chord3.0003ULS3a338.180.000.355PASS
7Top Chord3.0003ULS3a338.190.000.355PASS
8Top Chord3.0003ULS1103.390.000.294PASS
22Top Chord3.0003ULS1104.340.000.294PASS
23Top Chord3.0003ULS3a337.780.000.355PASS
24Top Chord3.0003ULS3a337.780.000.355PASS
25Top Chord3.0003ULS1104.340.000.294PASS