Verification Problems

  • Calculations are provided for wood and steel design, both ASD and LRFD methods.
  • Edge cases are also provided, slender elements in steel design, large unbraced lengths...etc.
  • Custom connection calculations are provided mixing wood and steel desgin.
  • Note that LoadPath provides results that exactly match hand calcs.
  • Additions hand calcs will be provided as new features are added.

Beam Design

3 1/2 x 9 1/2 LVL x 15ft
4x10 DF x 10ft
4x16 DF x 20ft
5 1/8 x 9 GLB x 15ft
5 1/8 x 18 GLB x 30ft
C6x13 x 10ft (Compact)
HSS 3x3x1/4 x 10ft (Compact)
W10x12 x 10ft (Non-Compact Flange)
W10x15 x 10ft (Compact)

Column Design

4x6 DF x 10 ft
4x6 DF Column with Biaxial Bending
3.5 x 5.5 LVL x 10 ft
HSS 3x3x0.25 x 10 ft
HSS 3x3x0.25 x 20 ft
HSS4x4x0.25 x 20ft with Biaxial Bending
HSS10x6x0.1875 x 10ft with Slender Web
W8x10 x 10ft with Slender Web
W21x44 x 10ft with Slender Web

Footing Design

Footing for 4x6 Df Column
Footing for HSS3x3x0.25 Column

Connection Design

Shear Tab Connection
Simpson Hanger
Wood Bearing Connection to Steel Beam
Wood Bearing Connection At Angle
Wood Knife Plate Connection