Calculator Inputs
▾
Structural self-weight + permanent fixtures
Occupancy / snow / roof (typical floor = 40 psf)
Width of floor/roof area loading this beam
▾
Applies CM = 0.85 reduction factor per NDS. Auto-selected for green timber.
Results
Enter values and click Calculate
Applied Loads
Total Load (w)—
Max Moment (M)—
Max Shear (V)—
Section Properties
Section Modulus (S)—
Moment of Inertia (I)—
Stress Checks (NDS)
Bending Stress (Fb)
—
Shear Stress (Fv)
—
Deflection (L/360)
—
Recommendation
NDS Design Values — Douglas Fir-Larch
| Property | Select Structural | No. 1 | No. 2 |
|---|---|---|---|
| Fb — Bending | 1,500 psi | 1,200 psi | 975 psi |
| Ft — Tension | 1,000 psi | 825 psi | 625 psi |
| Fv — Shear | 170 psi | 170 psi | 170 psi |
| Fc — Compression | 1,150 psi | 1,000 psi | 825 psi |
| E — Modulus | 1,600,000 psi | 1,600,000 psi | 1,300,000 psi |
Table 4D — NDS Supplement. Wet service factor CM = 0.85 applied when green timber selected.
