Weight
Span-height ratio
Diagonal angle
Steel designation
Number panels
Truss span (feet)
Bar selection:
Live load (psf)
Dead load (psf)
Snow load (psf)
Construction load (psf)
Apply live load reduction?
Maximum total load deflection
Maximum live load deflection
Effective length coefficient, K
Connections in tension
Assumed shear lag coefficient, U
Extend bottom truss chord to column?
Use continuous top and bottom chords?
Intermediate connector spacing:
Horizontal bars
Vertical bars
Diagonal bars