Calculator Inputs
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Structural self-weight + permanent fixtures
Occupancy / snow / roof (typical floor = 40 psf)
Width of floor/roof area loading this beam
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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)
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Shear Stress (Fv)
—
Deflection (L/360)
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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.