vanced Slab Design

$q,$

$q,$

project $2024$ final product $-$ Beam

Geometry

Property

Loading Shear Bending

Deflection

Design Property

Steel Design

Beam no$.=27.$ Section: $L40406$

$bf=0\mathrm{.}333$

$$

$0\mathrm{.}333$

Length $=7\mathrm{.}5$

DESIGN STRENGTH $($KIP$,$ FT $)$

Cnitical load $($KIP$,$INCH$)$

$\backslash$table$[[$FC$,36\mathrm{.}64,$FT$,94\mathrm{.}27],[$FVZ$,28\mathrm{.}55,$FVY$,28\mathrm{.}55],[$MBZ$,6\mathrm{.}14,$MBY$,3\mathrm{.}03],[$CMZ$,0\mathrm{.}9,$CMY$,0\mathrm{.}9]]$

$\backslash$table$[[$Load$,1],[$Locatio$,0],[$FX$,28\mathrm{.}499998$ C$],[$MY$,0],[$MZ$,0]]$

$\backslash$table$[[$Code$,$Result,Ratio,Critical,KLR$],[15800-07,$PASS,$0\mathrm{.}7778186,$Sec. $7\mathrm{.}1\mathrm{.}2,115\mathrm{.}5327]]$

Steel Structures Design CE $401$

Project Assignment

The truss shown in figure is a part of a roof system supporting a total gravity load of $80$ psf of roof surface $($half dead load and half snow$).$ Trusses are spaced at $10$ feet on center. Assume the wind load is not a factor.

Use a computer program to determine the forces in the truss members and provide detailed input and output data.

Based on the LRFD specifications, design the marked truss members and $3)$ with all required checks to select the appropriate section along with the lightest weight.

Draw the shape of the selected section.

Solve for yeild rupture and buckling